ENVIRONMENTAL CLEARANCE OF PROPOSED GROUP PROJECT

Transcription

1 ENVIRONMENTAL CLEARANCE OF PROPOSED GROUP HOUSING PROJECT AT KHASRA NO. 7, 9, 10, 11, 12 AT VILLAGE CHHAJARSI AND PLOT NO FORM 1, FORM 1A & CONCEPTUAL PLAN Project Proponent: M/S A.S. PROPTECH PVT. LTD. EIA Consultant: Ind Tech House Consult (An ISO 9001:2008 Certified Organization) G-8/6, Ground Floor, Sector 11, Rohini Delhi Tel: , Fax:

2 ENVIRONMENTAL CLEARANCE OF PROPOSED GROUP HOUSING PROJECT AT KHASRA NO. 7, 9, 10, 11, 12 AT VILLAGE CHHAJARSI AND PLOT NO GH 09, AHINSA KHAND-2, INDIRAPURAM Project Proponent: M/S A.S. PROPTECH PVT. LTD. For and on behalf of: Ind Tech House Consult Approved by: Mr. A.N. Devikar Signed: Position: EIA Coordinator Date: October, 2016 This report has been prepared by Ind Tech House Consult with all reasonable skill, care and diligence within the terms of the contract with the client, incorporating our general terms and conditions of business and taking account of the resources devoted to it by agreement with the client. We disclaim any responsibility to the client and others in respect of any matters outside the scope of the above. The document has been prepared for the titled project or named part thereof and should not be relied upon or used for any other project without an independent check being carried out as to its suitability and prior written authority of Ind Tech House Consult being obtained. Ind Tech House Consult accepts no responsibility or liability for the consequences of this document being used for a purpose other than the purpose for which it was commissioned. Any person using or relying on the document for such other purpose agrees, and will by such use or reliance be taken to confirm his agreement to indemnify Ind Tech House Consult for all loss or damage resulting there from. Ind Tech House Consult accepts no responsibility or liability for this document to any party other than the person by whom it was commissioned.

3 Team of Experts associated for the Project Declaration By Experts Contributing to the EIA Of Environmental Clearance for Proposed Group Housing Project at Khasraa. 7, 9, 10, 11, 12 At Village Chhajarsi And Plot GH 09, Ahinsa Khand-2, Indirapuram Ghaziabad U.P. I, hereby, certify that I was a part of the EIA team in the following capacity thatt developed the above EIA. EIA coordinator: Mr. A.N. Devikar Signature and Date Period of Involvement Contact Information Functional Area Experts: S. Functional Name of the expert/s NO. areas 1 WP Mrs. Supriti Guha (FAE) Signature and date Mr. Soumya Dwivedi (Team Member) 2 MSW Mrs. Supriti Guha (FAE) Mr. Soumya Dwivedi (Team Member) 3 LU Mr. Rajveer Singh (FAE) Mr. Manish Shukla (Team Member) 4 AP Mr. Suman Banerjee (FAE) Mr. Soumya Dwivedi (Team Member) 5 NV Dr. Manoj Kr. Mishra (FAE) Mr. Suman Banerjee (AFAE) 6 EB Dr. Sameer DeshPande(FAE)

4 S. Functional Name of the expert/s Signature and date NO. areas Dr. Bideh Shukla (Team Member) 7 SE Dr. Debashish Bhttacharya (FAE) 8 SC Mr. Shrikant Mishra (FAE) Dr. Bideh Shukla (Team Member) Associate Staff 1. Mr. Anand Kumar Dubey 2. Mr. Santosh Kumar Thakur 3. Mr. Indra Sharma 4. Ms Monika Singh 5. Saurabh Bharadwaj Monitoring Laboratory Involved Ind Research and Development House ( NABL Approved Lab) Signature For Ind Tech House Consult

5 TABLE OF CONTENTS S.. Contents Page. I Form 1 1 to 16 II Form 1 A 17 to 36 III Conceptual Plan 37 to 51 IV Annexure A DESCRIPTIVE Site Location Map (on Google) Annexure-A1 500 m Radius Map on Google Annexure-A2 10 km Radius Map Annexure-A3 Water balance Diagram Annexure-A4 Rain Water Harvesting Pit Design Annexure-A5 Rain Water Harvesting Calculation Annexure-A6 B APPROVALS Building Plan Approval Annexure-B1 C D CONSULTANT DISCLOUSURE Consultant Disclosure NABET Accreditation letter DRAWINGS Site Layout Plan Parking Plan First Basement Plan Second Basement plan Fire Fighting Layout Annexure-C1 Annexure-C2 Annexure-D1 Annexure-D2 Annexure-D3 Annexure-D4 Annexure-D5 Signature For Ind Tech House Consult

6 M/S A.S. PROPTECH PVT. LTD. FORM 1 Application for Prior Environmental Clearance (EC) FORM 1 (See Paragraph 6 tification dated14 th September 2006) as amended to EIA tification, 2006 issued vide S.O. 3067(E) on dt Basic Information SN Item Details 1. Name of the project/s 9, 10,11,12 AT VILLAGE CHHAJARSI AND PLOT NO GH 09, AHINSA KHAND-2, INDIRAPURAM GHAZIABAD U.P. 2. S.. in the schedule 8(a) 3. Proposed capacity/area/length /tonnage to be handled/ command area/lease area/ number of wells to be drilled 4. New/Expansion/Modernization New 5. Existing capacity/area etc. Nil 6. Category of the project i.e. A or B B 7. Does it attract the general condition? If yes, please specify. 8. Does it attract the specific condition? If yes, please specify. 9. Location Plot area : sq m Total Built up area: sq m. of Building Blocks :4 of Saleable Dwelling Units: 396 Max. of Floors (Residential Tower): 3B+G/ST+30 Plot/Survey/Khasra. ON KHASRA NO. 7, 9, 10,11,12 Village Tehsil - District Chhajarsi Ghaziabad State Uttar Pradesh 10. Nearest railway station/airport along with distance in kms. Ghaziabad Railway Station: 5.25 km. East Indira Gandhi International Airport: KM South West Hindon Air Base:7.76 km NW 11. Nearest town, city, district Headquarters Ghaziabad along with distance in Km 12. Village Panchayats, Zilla Parishad, Ghaziabad Development Authority Municipal Corporation, Local body (complete postal address with telephone nos. to be given) 13. Name of the applicant M/S A.S.PROPTECH PVT. LTD. 14. Registered Address B-23-25, KAILASH COLONY, NEW DELHI Address for correspondence: C-168, RAMPRASTHA COLONY, GHAZIABAD. Name Designation (Owner/Partner/CEO) SANDEEP YADAV DIRECTOR ITHC/PRJ/16-17/EIA/65 1 IND TECH HOUSE CONSULT

7 M/S A.S. PROPTECH PVT. LTD. FORM 1 Address C-168, RAMPRASTHA COLONY, GHAZIABAD. Pin Code designersguild@gmail.com Telephone Fax. 16. Details of Alternative Sites examined, if any. Location of these sites should be shown on a topo sheet. 17. Interlinked Projects Nil t applicable. 18. Whether separate application of t Applicable interlinked project has been submitted? 19. If yes, date of submission t Applicable 20. If no, reason. t Applicable 21. Whether the proposal involves approval/ clearance under: if yes, details of the same and their status to be given. (a) The forest (Conservation) Act, 1980? (b) The wildlife (Protection) Act, 1972? (c) The C.R.Z. tification, 1991?, Project proposal does not involves approval/clearance under subhead a, b & c. 22. Whether there is any Government order/policy relevant/ relating to the site? 23. Forest land involved (hectares) 24. Whether there is any litigation pending against the project and/or land in which the project is proposed to be set up? (a) Name of the Court (b) Case. (c) Orders/directions of the Court, if any and its relevance with the proposed project. (I) Activity 1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.) SN Information/Checklist confirmation Yes/ Details thereof (with approximate quantities /rates, wherever possible) with source of information data ITHC/PRJ/16-17/EIA/65 2 IND TECH HOUSE CONSULT

8 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation 1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan) 1.2 Clearance of existing land, vegetation and buildings? Yes/ Details thereof (with approximate quantities /rates, wherever possible) with source of information data The site for proposed project is designated for residential purpose as per Ghaziabad Development Authority. clearance of existing land and vegetation & buildings is required as the land is free from any vegetation & structure. 1.3 Creation of new land uses?. There will be no creation of new land use. The land for proposed project is for residential development as per Ghaziabad Development Authority. 1.4 Pre-construction investigations e.g. bore houses, soil testing? Yes Geotechnical Soil investigation has been carried out. 1.5 Construction works? Yes The major construction works are given below: Site Development Road Development Internal roads Utilities/Services Water Supply Sewerage Drainage Rain Water Harvesting Structures and Pits Power supply and back up facility, Buildings Residential Parking Provisions, swimming pool, commercial building, school 1.6 Demolition works? Demolition work is not involved in the project. 1.7 Temporary sites used for construction works or housing of construction workers? 1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations 1.9 Underground works including mining or tunneling? Yes Mostly, local labors will be employed. However temporary labour camps will be established for labourers and a dormitory for the site supervisors during the construction stage. All the construction activities including storage of raw materials will be confined to the storage spaces earmarked on project site only. Yes Above ground building structures will include 4 numbers of building blocks. Yes The earthwork is involved for foundation and laying of underground services etc. Excavated soil will be used for site leveling, back filling/filling and road construction. Top 200 mm layer of soil will be separately stored and used for landscaping/horticulture development work. Underground works includes excavation of earth for construction of foundation, water storage tank and STP ITHC/PRJ/16-17/EIA/65 3 IND TECH HOUSE CONSULT

9 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation Yes/ Details thereof (with approximate quantities /rates, wherever possible) with source of information data 1.10 Reclamation works? t involved Dredging? t involved Offshore structures? t involved Production and manufacturing processes? 1.14 Facilities for storage of goods or materials? Yes This is a construction of Group Housing project (Residential). Hence no production or manufacturing activities will be involved. Temporary storage facilities will be created during construction phase for storage of construction materials Facilities for treatment or disposal of solid or liquid effluents? Yes Solid Waste Construction Stage : During construction stage generated solid waste will comprise mainly of construction waste. The construction waste will be reused within the site for various constructions filling work. In addition to that there will be generation of small quantity of municipal waste from 19.5 kg/day (50 at camp and 30 floating) construction labors. It will be ensured that the generated waste will be sent to nearest designated waste storage bins. Operation Stage: Solid waste generation from the facility will be approximately 1.03 TPD including 0.62 TPD biodegradable. Solid waste generated from the residential block and other areas will be collected daily on door to door basis by the dedicated and trained housekeeping staff. Twin bin systems will also be provided for segregation at sources. Recyclable wastes will be sold to vendors and non- recyclable wastes will be disposed through authorized agency to municipal waste disposal site. Biodegradable waste will be treated in organic waste converter and used as manure for horticulture development. MSW including horticulture waste will be handled as per the Municipal Solid Waste Management & Handling Rules, Sewage sludge 121 kg/day of sewage sludge will be generated which will be use as manure for plants and surplus manure will be sold to the farmers. ITHC/PRJ/16-17/EIA/65 4 IND TECH HOUSE CONSULT

10 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation Yes/ Details thereof (with approximate quantities /rates, wherever possible) with source of information data Waste water will also generate from construction activities, cleaning, curing washing etc. which contain suspended materials. Hazardous waste: 2.1 liters/ day of waste oil will be generated and sold to authorized recyclers. E Waste : The e-waste, about 6.8 kg/day generated from the proposed project will be stored at a designated place. Waste will be disposed as per E waste management and handling rules, Liquid Effluent Construction Stage: During the construction stage domestic liquid effluent generation will be limited to small quantity from labor camp proposed at site. Wastewater generated from construction site contains suspended materials, and washings from various areas. Construction wastewater shall be collected in a separate basin and shall be reused after primary treatment for sprinkling on roads. Mobile toilets and potable water facilities will be provided at site during construction phase for labour and staff Facilities for long term housing of operational workers? 1.17 New road, rail or sea traffic during construction or operation? 1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements? Operation Stage: Approximately 150 KLD of domestic waste water will be generated from the proposed facility. This effluent will be treated in Sewage Treatment Plant of 180 KLD. The total treated water from STP will be reused for flushing, horticulture and maintenance activities. t applicable t applicable t applicable t applicable ITHC/PRJ/16-17/EIA/65 5 IND TECH HOUSE CONSULT

11 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation 1.20 New or diverted transmission lines or pipelines? 1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers? Yes/ Details thereof (with approximate quantities /rates, wherever possible) with source of information data t applicable t applicable Stream crossings? t applicable 1.23 Abstraction or transfers of water form ground or surface waters? 1.24 Changes in water bodies or the land surface affecting drainage or run-off Transport of personnel or materials for construction, operation or decommissioning. Yes Yes There is no ground water extraction for the construction of project. Water will be sourced through Tanker supplies treated water will be used after testing and confirmation of fitness for construction. During operation phase, water will be supplied by Ghaziabad Development Authority. Surface drainage may affect due to construction of the project. By considering run off prior to development & run off after development there is some increment in storm water runoff. However runoff generated from the project site during monsoon season will be used to recharge ground aquifer. Network of drainage system developed in the site will be used to collect roof as well as surface runoff. Potential Quantity of runoff will be CUM on annual basis which will be recharged to ground. During construction phase transport of personnel as well as construction materials would be required. The personnel would preferably be engaged from nearby areas. Precaution will be taken to reduce the impact of vehicular movement by trying to avoid the vehicular trips during peak hours Long-term dismantling or decommissioning or restoration works? 1.27 Ongoing activity during decommissioning which could have an impact on the environment? 1.28 Influx of people to an area in either temporarily or permanently? Operation phase parking will be provided on surface and in basement. t applicable t applicable 1.29 Introduction of alien species? t applicable Yes Construction phase Temporary influx of people about 80 from the nearby areas is expected. Operation phase 1980 persons residential in complex floating population ITHC/PRJ/16-17/EIA/65 6 IND TECH HOUSE CONSULT

12 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation 1.30 Loss of native species or genetic diversity? Yes/ 1.31 Any other actions? ne Details thereof (with approximate quantities /rates, wherever possible) with source of information data t applicable 2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are nonrenewable or in short supply): SN Information/checklist confirmation 2.1 Land especially undeveloped or agricultural land (ha) Yes/ Yes Details thereof (with approximate quantities /rates, wherever possible) with source of information data The proposed project site and its surrounding areas have been designated for residential development. 2.2 Water (expected source & competing users) unit: Yes Water requirement during construction phase will be met through tanker water supply. During operation phase fresh water demand will be met from Ghaziabad Development Authority (GDA). Treated water demand for flushing, gardening and DG Set cooling shall be met from treated water from STP installed at Site. 60 KLD from treated water will be used within site premises from STP installed at site. 2.3 Minerals (MT) t applicable 2.4 Construction material stone, Construction materials such as Cement, Steel, aggregates, sand / soil (expected source MT) Yes Bricks, Stone aggregates, and Sand would be required for construction of the project. These will be preferably procured from local reputed licensed vendors. 2.5 Forests and timber (source MT) Limited use of timber will be done and it will be restricted to selected locations. 2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW) 2.7 Any other natural resources (use appropriate standard units) Yes Power for the proposed project will be supplied by Uttar Pradesh power corporation Ltd. Maximum power demand for the proposed project is 1900 KW. DG sets of 1510 (1X500+1X1010) KVA will be used as power backup during power failure. HSD (low sulphur variety as per availability) fuel will be used for DG sets. 3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health. ITHC/PRJ/16-17/EIA/65 7 IND TECH HOUSE CONSULT

13 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation 3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies) 3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases) 3.3 Affect the welfare of people e.g. by changing living conditions? Yes/ Details thereof (with approximate quantities/rates, wherever possible) with source of information data t applicable. t applicable. t Applicable. 3.4 Vulnerable groups of people who t applicable. could be affected by the project e.g. hospital patients, children, the elderly etc., 3.5 Any other causes t applicable 4. Production of solid wastes during construction or operation or decommissioning (MT/month) SN Information/Checklist confirmation 4.1 Spoil, overburden or mine wastes 4.2 Municipal wastes (domestic and or commercial wastes) 4.3 Hazardous wastes (as per Hazardous Waste Management Rules) Yes/ Yes Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data Top soil generated during earth excavation will be stacked, covered, preserved for reuse as top layer for horticulture development. Remaining soil will be used for site leveling, back filling/filling in raft and road construction. Construction Phase: Municipal solid waste 19.5 kg/day (15 kg/day from labour camp and 4.5 kg/day from floating labor) Operation Phase: Municipal solid wastes 1.03 TPD. The solid waste includes paper, card board, plastic cans etc. and kitchen wastes from houses. Recyclable wastes like card boards and plastic cans will be sold to vendors. As this is residential complex commercial activity is not involved, hence there will not be any commercial waste. Waste oil 2.1 Lts/day on annual basis from DG sets will be the only hazardous waste generated from the project. This waste oil will be carefully stored in HDPE drums in isolated covered space and sold to recyclers authorized by CPCB/SPCB. Suitable care will be taken so as to prevent spills/ leaks of used oil from storage. 4.4 Other industrial process wastes t applicable ITHC/PRJ/16-17/EIA/65 8 IND TECH HOUSE CONSULT

14 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation Yes/ 4.5 Surplus product t applicable 4.6 Sewage sludge or other sludge from effluent treatment 4.7 Construction or demolition wastes Yes Yes 4.8 Redundant machinery or equipment 4.9 Contaminated soils or other t applicable materials 4.10 Agricultural wastes t applicable 4.11 Other solid wastes t applicable Details thereof (with approximate quantities/rates, wherever possible) with source of information data Dried sludge from the STP will be used as manure for horticulture development. Surplus manure will be sold to end users: farmers/nursery. Demolition work is not involved. Construction Work: Excavated soil will be used for landscaping and back filling. Other construction waste like bricks, concrete etc will be used in sundary / road works / manholes etc. Gunny bags, cardboards will be sent to authorize recycler. The inert waste will be sent to land fill site. t applicable 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr) SN Information/Checklist confirmation 5.1 Emissions from combustion of fossil fuels from stationary or mobile sources 5.2 Emissions from production processes 5.3 Emissions from materials handling including storage or transport 5.4 Emissions from construction activities including plant and equipment 5.5 Dust or odours from handling of materials including construction materials, sewage and waste Yes/ Yes Yes Margi nal Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data Emission will be from Stationary Sources: DG sets 1510 KVA Mobile Sources: Vehicular emissions CPCB approved DG sets with acoustic canopy will be used only during power failure. t applicable Fugitive dust emission due to handling and loading - unloading activities is envisaged during construction. Frequent water sprinkling will be done to minimize the fugitive emissions. During the construction phase, major emission will be in the form of fugitive dust, use of DG sets and transportation of construction material. The project may cause rise in dust levels during construction phase. Precautions would be taken to reduce dust generation during construction phase: RMC use will reduce the handling of cement, sand and concrete thus dust emission will be minimized. Tarpaulins will be used to cover trucks debris. carrying ITHC/PRJ/16-17/EIA/65 9 IND TECH HOUSE CONSULT

15 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation Yes/ Details thereof (with approximate quantities/rates, wherever possible) with source of information data Water sprinkling will be practiced at regular intervals to reduce dust emissions. 5.6 Emissions from incineration of waste 5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris) 5.8 Emissions from any other sources Dust is likely to be generated during operation phase due to movement of vehicles and blowing of air. But the impact is negligible. Sewage generated from proposed project will be treated in onsite STP. t applicable Burning of any substances including biomass, slash materials and/ or construction debris will be prohibited Nil 6. Generation of ise and Vibration, and Emissions of Light and Heat: SN Information/Checklist confirmation 6.1 From operation of equipment e.g. engines, ventilation plant, crushers Yes/ Details thereof (with approximate quantities/rates, wherever possible) with source of information data Yes ise is expected to be generated during construction phase mainly from operation of heavy machinery, DG sets, and traffic. The indicated noise levels from certain construction plants/equipment are indicated below: Concrete Mixer - 85 dba Generator Pumps Trucks - 95 dba dba dba For control of noise adopted: following measures shall be 6.2 From industrial or similar processes Properly maintained equipment with mufflers will be used. High noise generating construction activities would be carried out only during day time. Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs. During operation noise from operation of DG sets is envisaged. However, the generator sets installed will operate at noise level less than 75 db (A) as the generators will be placed either in acoustic chambers or a canopy. t applicable ITHC/PRJ/16-17/EIA/65 10 IND TECH HOUSE CONSULT

16 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation 6.3 From construction or demolition Yes/ Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data ise Pollution Control: ise pollution will be due to operation of machinery as well as transportation vehicles. As there is no habitation in nearby area hence there will be negligible impact. However following precautions shall be taken to control noise pollution: High noise generating construction activities would be carried out only during day time. Installation, use and maintenance of mufflers on equipment. Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs. 6.4 From blasting or piling Blasting & piling work is not involved in the project. 6.5 From construction or operational traffic Yes Construction Phase: Welding is light and heat generating activity during construction. Appropriate safety measures will be taken as per I.S. code and CPWD work manual. Materials for construction work. Precautions will be taken to reduce the impact of the vehicular movement such as vehicular trips will not be at peak traffic hours. Operation Phase: Car parking is provided on surface, stilt and basement. Vehicular movement is restricted to roads and parking areas. Provision of soft green peripheral and road side plantation will help in reduction of noise level. 6.6 From lighting or cooling Nil systems 6.7 From any other sources Nil 7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea: SN Information/Checklist confirmation 7.1 From handling, storage, use or spillage of hazardous materials 7.2 From discharge of sewage or other effluents to water or the land (expected mode and place Yes/ Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data The waste oil generated during operation phase from the DG sets will be collected and separately stored in HDPE drums over concrete floor within the premises before final disposal. All precautionary steps will be taken to avoid spillage It will be directly transferred to authorized recyclers. Generated Sewage from the project will be treated in the STP proposed onsite, and recycled within the proposed project facility for gardening DG cooling, ITHC/PRJ/16-17/EIA/65 11 IND TECH HOUSE CONSULT

17 M/S A.S. PROPTECH PVT. LTD. FORM 1 SN Information/Checklist confirmation of discharge) Yes/ Details thereof (with approximate quantities/rates, wherever possible) with source of information data etc. 7.3 By deposition of pollutants emitted to air into the land or into water Dust generation during construction phase from earthworks and movement of vehicles is a temporary phenomenon and will have short term impact during construction phase. Appropriate fugitive dust control measures, including water sprinkling of exposed areas and dust covers for trucks, will be provided to minimize any impacts. DG exhaust will be discharged at height stipulated by CPCB. 7.4 From any other sources Nil 7.5 Is there a risk of long term build up of pollutants in the environment from these sources? 8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment. SN Information/Checklist confirmation 8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances Yes/ Details thereof (with approximate quantities/rates, wherever possible) with source of information data During construction phase, no such risk is anticipated. However, the contractors shall comply with the safety procedures, norms and guidelines as per applicability and mentioned in the National Building Code of India and Bureau of Indian Standards. During Operation Phase, all precautionary and safety measures will be taken to minimize any accident hazard. 8.2 From any other causes Nil 8.3 Could the project be affected by natural disasters causing environmental damage (e.g. Floods, earthquakes, landslides, cloudburst etc)? Yes The proposed project site has no history of natural disasters such as floods, landslides, cloudburst etc. The site lies in Seismic Zone IV. The construction will be carried out as per the guidelines prescribed for Seismic Zone IV. All the civil structures will be seismically resistant and designed in accordance with provisions recommended related IS codes: IS 4326: 1993 IS 1893 (Part I),2002 ITHC/PRJ/16-17/EIA/65 12 IND TECH HOUSE CONSULT

18 M/S A.S. PROPTECH PVT. LTD. FORM 1 9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality SN Information/Checklist confirmation 9.1 Lead to development of supporting. facilities, ancillary development or development stimulated by the project, which could have impact on the environment e.g.: Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.) Yes/ Yes Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data The project will be equipped with dedicated internal road, parking, internal water distribution system, fire fighting system, internal sewage collection network, lighting facilities, solar lighting, and power backup facility. Increase in water and power demand Appropriate infrastructure like, roads, power supply and waste management facility will be developed within the site so that chances of occurrence of any adverse impacts are minimized. extractive industries supply industries Yes Construction materials other 9.2 Lead to after-use of the site, which could have an impact on the environment 9.3 Set a precedent for later developments 9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects Yes Yes This is residential development; there will be generation of employment during construction & operation phase. Impacts on water availability, storm water drainage, availability of electricity, traffic congestion etc. (II) Environmental Sensitivity SN Areas Name/ Identity 1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value 2 Areas which are important or Yes sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests. 3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration Yes Aerial distance (within 15 km) of proposed project location boundary t located within 15 km of the proposed project location. Hindon River 0.95 km West Okhla Bird sanctuary: km SW ITHC/PRJ/16-17/EIA/65 13 IND TECH HOUSE CONSULT

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20 M/S A.S. PROPTECH PVT. LTD. FORM-1 A FORM 1A 1. LAND ENVIRONMENT 1.1. Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use, if any and the statutory approval from the competent authority be submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans. The proposed project site is located on Khasra. 7, 9, 10, 11, 12 at Village Chhajarsi And Plot GH 09, Ahinsa Khand-2, Indirapuram Ghaziabad U.P. The Land use of Project site is residential which is in conformity with master plan of Ghaziabad Development Authority. The following maps are attached. (i) (ii) 500 M Radius Map with location of site. 10 KM Radius Map 1.2 List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc. The proposed project is of group housing. The brief description of the proposed project is given below in Table-1: Table-1: Brief description of the Project SN Description Quantity Unit GENERAL 1 Plot Area Proposed Built Up Area SQM 3 Number of Building Blocks 4 NOS 4 Total no of Saleable DU's 396 NOS 5 Max Height of Building 95 M 6 Max of Floors (Residential Tower) 3B+G/ST+30 NOS 7 Cost of Project 92 CR 8 Expected Population (1980 Residential Floating) 2353 PERSONS 9 Permissible Ground Coverage Area (35%) 5051 SQM 10 Proposed Ground Coverage Area ( 16.83%) 2428 SQM 11 Permissible FAR Area SQM 12 Proposed FAR Area SQM 13 Basement Area SQM 14 n FAR, & Other areas SQM 15 Proposed Built Up Area SQM WATER 16 Total Water Requirement KLD 17 Fresh water requirement (64.4% of total water req) KLD 18 Waste water Generation KLD ITHC/PRJ/16-17/EIA/65 15 IND TECH HOUSE CONSULT

21 M/S A.S. PROPTECH PVT. LTD. FORM 1A 19 Proposed STP Capacity 180 KLD 20 Treated Water Available for Reuse KLD 21 Recycled Water (35.6% of total water requirement) KLD 22 Surplus treated water KLD RAIN WATER HARVESTING 22 Rain Water Harvesting Potential CUM 23 of RWH of Pits Proposed 4 NOS PARKING 24 Total Parking Required as / Building Bye Laws 538 ECS 25 Proposed Total Parking 983 ECS 26 Proposed Parking on Surface 195 ECS 27 Proposed Parking in Stilt 62 ECS 28 Basement Parking 726 ECS 29 Total Proposed Cars 615 CARS GREEN AREAS 32 Required Green Area (15% of Plot Area) 1743 SQM 33 Proposed Green Area (15.26% of Plot Area) SQM WASTE GENERATION 34 Municipal Solid Waste Generation 1.03 TPD 35 Quantity of E-Waste Generation- Kg/Day 6.8 KG/DAY 36 Quantity of Hazardous waste Generation 2.1 LTS/DAY 37 Quantity of Sludge Generated from STP KG/DAY POWER 38 Total Power Requirement 1900 KW 39 DG set backup 1510 KVA 1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use, disturbance to the local ecology). The project is being developed in accordance with Ghaziabad Development Authority building bye laws, approved building plans and NBC norms. The development will not cause any disturbance to local ecology and surrounding establishments. Peripheral green belt will be developed. Proposed project will provide all the basic utilities such as proper drainage, sewerage treatment & water supply system, Structures to recharge ground water aquifer, green area development and sufficient parking so that it will not have negative impact on the surroundings. The proposed development will have a positive impact as the project site is vacant and will be developed for residential purposes. The project will provide organized open spaces and green areas adding to aesthetics and improvement of surrounding environment. Terraces will be used for installation of solar panels to generate energy/hot water. The land use of area in the immediate surrounding is also residential. A number of residential construction project are located around the project site. ITHC/PRJ/16-17/EIA/65 16 IND TECH HOUSE CONSULT

22 M/S A.S. PROPTECH PVT. LTD. FORM 1A 1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc may be given). The proposed site is almost flat and is not prone to erosion. The proposed construction involved cutting and filling operations, construction of paved areas and development of green areas, which would reduce the chances of erosion. Excavation carried out for foundation & basement would be protected with strutting and shoring where ever required. Structural design of building will be vetted by the Govt agency nominated by local body & structural stability certificate will be submitted to local body as per rules. Soil investigation has been done. Slope Analysis: From the topographical map and survey map it was observed that the site is a flat land. Seismo-Tectonic Appraisal of the Area: Bureau of Indian Standards (BIS) has prepared a seismic zoning map of India based on tectonic features and records of past earthquakes. The project site falls under Zone-III as per the Seismic Zoning map of India (IS 1893, Part I, 2002.) Necessary seismic factors as per codes shall be incorporated suitably while designing the structures to safeguard against earthquake risks. 1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site), proposal will not involve alteration of natural drainage system. Due to this construction project there will be increase in hard area & storm water runoff rates. But with the implementation of proposed RWH scheme, the runoff rate will be less than the preconstruction runoff rate. 1.6 What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.) During construction phase, excavation will be envisaged in order to provide foundations and basement construction. The excavated top soil will be stored & preserved separately for reusing the same for landscaping, and remaining soil will be properly stored at site under cover and will be reused for backfilling purpose, road construction etc. There will be no requirement to bring materials for filling from outside. 1.7 Give details regarding water supply, waste handling etc. during the construction period. Water Supply: During construction stage, Tanker water supply or Treated waste water from the nearest STP will be taken for construction works. This water will be treated at site in STP and brought to the standards that the quality of water is fit for construction work as per standards specified in relevant IS Code. Waste Generation and Handling: Excavated soil will be stored and covered at site and it will be reused for site ITHC/PRJ/16-17/EIA/65 17 IND TECH HOUSE CONSULT

23 M/S A.S. PROPTECH PVT. LTD. FORM 1A leveling, back filling/filling in raft and road construction. The fertile top soil will be reused for landscaping purpose. Construction waste generated at site will be reused in road construction, recyclable waste shall be disposed off through authorized vendor and unused waste shall be sent to approved dumping/land fill site through authorized agency. Spillage of oil from the machinery will be properly collected in drums and disposed off. Handling of the waste will be done by agency approved by Ghaziabad Development Authority. For construction laborers, proper sanitary facilities, wash areas, Potable water will be provided and good hygienic conditions will be maintained. 1.8 Will the low lying areas and wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity), there is no low lying area observed within and in the vicinity of the project site. 1.9 Whether construction debris and waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labor and the means of disposal) The waste generated during construction phase can broadly be classified as construction waste and domestic waste 2635 MT of construction waste (Calculated using TIFAC (Technology Information, Forecasting, and Assessment Council 40 Kg / sq m) and domestic waste would be generated from construction labours. Construction waste generated will be used on the site as filler material for as internal roads and pavements. Remaining construction waste if any will be sent to an approved dumping site/landfill site. The waste generated will be collected and disposed of through an authorized agency. Approx. 80 labors per day will be employed during the construction period. Required sanitary facilities will be provided to Construction laborers through mobile toilets. Wash areas will be constructed and good hygienic conditions will be maintained for labour camp. 2. WATER ENVIRONMENT 2.1 Give the total quantity of water requirement for the proposed project with the breakup of requirements for various uses. How will the water requirement met? State the sources & quantities and furnish a water balance statement. Total water requirement for this project is 196 KLD out of which approx.60 KLD treated waste water from STP will be reused. The fresh water demand of 136 KLD will be obtained from water supply department of Ghaziabad Development Authority. Breakup of water requirements for various uses is given below. Efficient dual plumbing system will be provided to achieve conservation of fresh water. Details of water requirement are given in Table 2 below: ITHC/PRJ/16-17/EIA/65 18 IND TECH HOUSE CONSULT

24 M/S A.S. PROPTECH PVT. LTD. AM FORM 1A Table 2: Total Water Requirement Details of the Project SN Particulars Water Demand (KLD) 1 Total Water Demand Fresh Water Require ement Total Waste water Generation Total treated waste water Treated water Recycled Flushing DG Cooling Gardening STP Proposed 180 Water requirement for horticulture, D.G. cooling and dual flushing purpose will be fulfilled by recycling the treated waste water from onsite STP; it will help in conserv vation of fresh. Water Balance Diagram is given below. ITHC/PRJ/16-17/EIA/65 IND TECH HOUSE CONSULT

25 M/S A.S. PROPTECH PVT. LTD. FORM 1A 2.2 What is the capacity (dependable flow or yield) of the proposed source of water? The source of fresh water supply shall be water supply department of Ghaziabad Development Authority. 196 KLD will be sourced at the starting operation of project. 2.3 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality) During operation phase, fresh water will be sourced from water supply department of Ghaziabad Development Authority. The quality of water would confirm to the desirable drinking water standards as per IS: How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage) Approx 60 KLD of treated waste water from onsite STP will be used to meet 100% water required for flushing, gardening, D.G. cooling. 2.5 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption) Fresh water confirming to the drinking water standard will be supplied by water supply department of Ghaziabad Development Authority. Therefore, no diversion of water from other user is expected and no impact on the existing users is anticipated. 2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) As estimated, 150 KLD of waste water will be generated from the project which will be treated onsite STP. Approx.60 KLD of treated wastewater will be used for flushing, gardening and D.G. cooling. 2.7 Give details of the water requirements met from water harvesting? Furnish details of the facilities created. It is proposed to provide Rain Water Harvesting structures as per details given to recharge rain water to ground water aquifer. The rain water collected from the roof top, green area and other paved area will be collected through the network of storm water drainage lines & conveyed to RWH system. RWH system shall consist of de-silting cum filter chamber, oil and grease separator and pits are designed to store 15 minutes peak hour rainfall, for recharge into ground aquifer& to prevent flooding in the complex. 2.8 What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way? ITHC/PRJ/16-17/EIA/65 20 IND TECH HOUSE CONSULT

26 M/S A.S. PROPTECH PVT. LTD. FORM 1A Due to construction of the project on vacant land there would be change in the runoff characteristics quantitative and qualitative as well The quantitative change: Runoff coefficient from the project site prior to development of project = 0.2 Runoff coefficient from the project site after development of project = 0.68 (Considering different coefficients for paved area, soft area, terrace etc) Hence incremental runoff = = 0.48 Qualitative change: Runoff form parking areas may contain spilled oil- Provision of oil & grease separator made to separate it before recharge. Storm water drainage & Rain water harvesting system as described in item no: 2.7 above meet quantitative, qualitative & over flooding/water logging requirements. 2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any) There will be no tapping of ground water. This will be strictly prohibited during construction and operation phase of the project. It is proposed to provide 4 nos RWH pits to rainwater to recharge ground water aquifers What precautions/measures are taken to prevent the run-off from construction activities polluting land and aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts) The major underground construction activity will not be taken during monsoon period. During the construction stage construction water will be channelized to sedimentation basin with silt trap. The water will be reused after testing for construction. Requirement of water for construction purposes will be 55 KLD and the runoff is not likely to be more than 5 KLD. This will be filtered and reused for sprinkling How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels) There will be a network of storm water drainage lines to collect runoffs, which will be channelized to rain water harvesting system. Water so collected will pass through desilting-cum-filter chamber, oil and grease separators.rwh pits are designed to store 15 minutes peak hour rainfall, for recharge into ground aquifer & to prevent flooding in the complex Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation) Labour camp for 50 labours with provision of mobile toilets will be planned at the site. Proper maintenance of the area and facility would be done regularly to maintain hygienic condition. Estimated generation of waste water from labour camp is 3 KLD. Spent/ used oil ITHC/PRJ/16-17/EIA/65 21 IND TECH HOUSE CONSULT

27 M/S A.S. PROPTECH PVT. LTD. FORM 1A generation from DG set is estimated to be 2.1 lts/day, this will be stored in HDPE drums and sold to authorized vendors What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology and facilities for recycling and disposal) During operation phase, the estimated quantity of sewage generation from project is 150 KLD, Generated Sewage would be collected and treated upto tertiary level in STP of 180 KLD capacity installed at the site. MBBR technology is proposed for the treatment of sewage.the treated water will be recycled and used for toilet flushing, Gardening, DG cooling etc. Surplus treated water will be discharged in to municipal sewer with permission of competent authority/ used for nearby construction area Give details of dual plumbing system if treated waste water is used for flushing of toilets or any other use. Estimated generation of treated water from onsite STP is 121 KLD out of which 46 KLD water will be used for Flushing, 6 KLD for irrigation and gardening and 8 KLD for DG cooling and surplus 61 KLD of treated water shall be discharged into public sewer after permission of competent authority/used for nearby construction area. 3. VEGETATION 3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any), there is no threat to biodiversity. The land is vacant & without any vegetation. 3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) The project site is without any vegetation & trees. Hence tree cutting is not involved. Project construction activities will be restricted to the project site only. 3.3 What are the measures proposed to be taken to minimize the likely impacts on important site features (Give details of proposal for tree plantation, landscaping, creation of water bodies etc along with a layout plan to an appropriate scale) Proposed project will have a dedicated sq m green area. Landscape development plan prepared for the project includes peripheral & avenue plantation with local species, ornamental as well as large and dense foliage plants especially on the periphery. Green area also includes ground cover, lawns at selected locations and shrubs for shade and reduction of Air and ise pollution. Trees and plant species for plantation in the project will be selected from the list given below. Table 3: List of Plant Species that are likely to be plant SN Botanical Name Common Name 1 Ficus Infectoria Pakur 2 Delonix regia Gulmohur ITHC/PRJ/16-17/EIA/65 22 IND TECH HOUSE CONSULT

28 M/S A.S. PROPTECH PVT. LTD. FORM 1A 3 Cassia fistula Amaltas 4 Azadirachtha Indica Neem 5 Peltophorum ferrugineum Copper pod 6 Ficus retusa Usha 7 Alstonia Scholaris Scholar tree 8 Thespesia populnea Paras Pipal 9 Churasia tabularis Chukrasia 10 Anthocephalus cadamba Kadamba 11 Jacaranda mimosifolia Jacaranda 12 Mimusops Elengi Maulsari 13 Plumeria alba Temple tree 14 Terminalia arjuna Arjuna 15 Bauhinea Variegata Kachnar 16 Sarca indica Ashoka 17 Silver oak Grevillea Robusta 18 Semal Bombax Ceiba 19 Pilkhan Ficus 4. FAUNA 4.1 Is there likely to be any displacement of fauna-both terrestrial and aquatic or creation of barriers for their movement? Provide the details. threatened, rare, endangered or endemic faunal species were observed during the survey. displacement of fauna is envisaged due to this project. This site is not a natural host to any sensitive creature. Therefore, no animal habitat is likely to be effected due to construction of the proposed building. 4.2 Any direct or indirect impacts on the avifauna of the area? Provide details. direct or indirect impact on the fauna of the area is envisaged. However after commissioning of the project better environmental condition may provide better habitat to the avifauna of the area. 4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna. t applicable for this project. 5. AIR ENVIRONMENT 5.1 Will the project increase atmospheric concentration of gases and result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed constructions) Proposed development will increase hard areas (Terrace, Roads, Paths and parking area). The traffic volume due to proposed project will increase marginally. Heat island effect will be negligible due to shading of hard surfaces by proposed plantation along periphery of the plot, roads and paths. ITHC/PRJ/16-17/EIA/65 23 IND TECH HOUSE CONSULT

29 M/S A.S. PROPTECH PVT. LTD. FORM 1A Construction Phase The important activities during the construction phase that produce particulate matter and affect the air quality are material storage, transportation and handling of excavated earth and construction materials like cement, sand and aggregates. Gaseous pollutants like SO 2, NO x, CO emitted from the various machineries and vehicles used in construction activities. Appropriate mitigation measure will be employed during this stage of the project to reduce the pollution level to the acceptable limit. Operational Phase During this stage, there will be no major impact on air environment. Low sulphur diesel for DG Set will be used as a fuel which will causes air pollution. But APMC will minimize the pollution load into environment. 5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters. During construction phase, Dust, Particulate Matter is the main pollutant, which may be generated during construction activities. Other emission sources are intermittent and include emissions of SO 2, NO x and CO from materials transport of heavy vehicles on site etc. Proper upkeep and maintenance of vehicles, sprinkling of water on roads and construction site are some of the measures that would reduce the impact during construction phase. Sources of Air pollution during operational phase The gaseous emission from vehicles. Emissions from DG set while in operation only during power failure. Mitigation measures: The traffic congestion will be avoided by proper parking arrangement and maintaining smooth traffic flow. Regular PUC check up for vehicles. CPCB approved DG sets only will be used. Regular maintenance of DG sets shall be done & low sulphur diesel shall be used. 5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site., well organized parking arrangement has been designed for the project. Proposed parking is more than required parking as building byelaws. Separate Entry & exit is planned to avoid cognation congestion at these point. 5.4 Provide details of the movement patterns with internal roads, bicycle tracks, Pedestrian pathways, footpaths etc with area under each category. ITHC/PRJ/16-17/EIA/65 24 IND TECH HOUSE CONSULT

30 M/S A.S. PROPTECH PVT. LTD. FORM 1A The site is approached through 45 m wide road. There is a provision of road network for internal traffic movement on the project site. The detail of the road system had been clearly demarcated in the layout plan. 5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above. The source of noise is mainly vehicular noise. Well organized parking arrangement is designed to maintain smooth traffic flow which would help in reducing traffic congestion and noise levels. Maximum parking has been planned in the basement to minimize noise level and traffic on surface. Trees planned along road & periphery would act as noise barrier and will reduce the noise level. 5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in & ambient air quality around the project site? Provide details. D.G. Sets will be operated only in case of power failures during construction and operational phase. The Pollutants like SPM, SO 2 that may arise from emissions from D.G. sets will be discharged through vent of proper height. D.G. sets will be installed with inbuilt acoustic enclosures to reduce the noise of D.G. sets while in construction or operation. Plantation of trees would act as noise barrier and will reduce noise level. DG sets with a capacity of 1510 KVA (1X500+1X1010) have been proposed during operation phase as power backup during power failure. 6. AESTHETICS 6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents?, the use of proposed site is in conformity with the planned land use. There is no scenic amenity or landscape in its surrounding. 6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? There are no existing structures in the immediate vicinity of the site. However the design development of the project was done on the basis of development control norms and as per approved master plan of the local body the construction of the proposed project will not have any adverse impact on the structures to be developed in future. 6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. There are no mandatory guidelines issued by local body for development of urban form; however architect and landscape have designed the project keeping in mind principles of urban design & urban form and setting in over all contexts. ITHC/PRJ/16-17/EIA/65 25 IND TECH HOUSE CONSULT

31 M/S A.S. PROPTECH PVT. LTD. FORM 1A 6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered., anthropological or archeological sites of significance do not exist in the vicinity of the project site. However measures will be taken to reduce the impact on air and noise pollution during construction and operation phase. 7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details. Project site is vacant. Hence displacement of population is not involved. The site is located away from existing colonies/villages. Hence change in demographic structure of local population is not envisaged. 7.2 Give details of the existing social infrastructure around the proposed project. The proposed project site is located Khasra. 7, 9, 10,11,12 at village Chhajarsi and Plot GH 09, Ahinsa Khand-2, Indirapuram Ghaziabad U.P. Site is easily accessible through public transport such as buses, Auto, Taxis etc, Apart from this number of Hospitals/Clinics, and facilities like post office, schools, shopping are also located at convenient distance from the site. 7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? There is no habitation, sacred sites in the entire sector, as development is still going on. Hence no disturbance is envisaged. 8. BUILDING MATERIALS 8.1 May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency) ISI marked building materials of reputed brands to be procured from 400 km range as far as possible. Preference will be given to locally available building materials which conserve low energy in entire processes of manufacture. Use of alternative technologies for each component of the buildings of envelope, superstructure, finishes and the road and surrounding areas will be as per guidelines provided in NBC 2005 Some of them are given below: Building material with low embodied energy will be given preference. Ready mix concrete with fly ash 15 to 20%. Some of the alternate materials for openings in construction are:- Use of rapidly renewable timber for doors where ever wooden doors are proposed. ITHC/PRJ/16-17/EIA/65 26 IND TECH HOUSE CONSULT

32 M/S A.S. PROPTECH PVT. LTD. FORM 1A Use of steel manufactured from recycled content of smaller diameter. Saw dust based particle board for panels. Use Ceramic tile in flooring. The use of the above alternative building materials will help reduce the use of non renewable resources. 8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? Detail construction management plan shall be prepared by the construction management Team showing location of storage of different building materials in the go down Covered places and in open yards, Location of various machineries required for Construction, location of DG sets to be used for construction in case of power failure Construction waste collection and disposal point. These locations shall be decided with consideration to reduce air, noise and soil pollution and nuisance to the public. 8.3 Are recycled materials used in roads and structures? State the extent of savings achieved? Locally available recycled materials would be given preference. However, bricks made from the fly-ash will be used for construction of pavements, side walls, boundaries for parks etc. Readymade concrete (RMC) will be used in construction. This will result in significant saving. 8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. As estimated, approx TPD solid wastes will be generated from the project. Out of which, approx TPD waste will be of bio-degradable in nature. Waste will be collected door to door. Dry & wet garbage will be managed separately. Waste Management during operation phase: Municipal Solid Waste Sweepers will be engaged for door to door collection and handling municipal waste. Location for bin/container at common places would be identified for collection of waste. 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, Wastes from such bins shall be collected on daily basis and biodegradable waste shall be treated in OWC installed onsite. n biodegradable waste shall be segregated into recyclable & inert waste. Recyclable waste like glass, Card Board, Paper Waste shall be sold to authorized recycler. Remaining inert waste shall be sent to landfill site through authorized vendor. Appropriate site for storage and segregation and treatment of biodegradable waste (OWC) will be identified in the project. All waste collection bins shall be properly maintained on regular basis. Arrangement will be made with local civic authority, for providing garbage station or transfer point (preferably near the entry/ exit point of the site), for collection and ITHC/PRJ/16-17/EIA/65 27 IND TECH HOUSE CONSULT

33 M/S A.S. PROPTECH PVT. LTD. FORM 1A disposal of inert waste. It will be assured that there is no spillage of waste along the internal roads during collection of wastes. The garbage storage/transfer point will be covered and cleaned every day to as to avoid any nuisance, vectors and unhygienic conditions. Landscape waste comprises of fallen leaves and other vegetative material which shall be collected and treated along with other biodegradable waste in the OWC installed at site. 9. ENERGY CONSERVATION 9.1 Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? Power will be sourced from Uttar Pradesh Power Corporation Ltd.: The Maximum Power demand for the project is estimated to be as around 1900 KW. The power shall be supplied by Uttar Pradesh Power Corporation Ltd. DG sets of Capacity: 1510 KVA ( x1010 KVA) are proposed to meet requirement of power back up during power failure. Energy Conservation Measures & Management Plan: During operation phase, appropriate energy conservation measures & management plan will be adopted in order to minimize the consumptions of conventional energy. The following measures are suggested to be adopted. Details of energy saving measure: o Incorporate solar passive techniques in a building design to minimize load on conventional systems. o Day light provision to all habitable room. o Use of high frequency, high power factor, electronic ballasts in place of conventional copper-iron ballasts in light fixture. o Use energy efficient light fixtures with good photometric properties. o Use LED s in external lighting bollards, and in areas such as staircases, corridors & lift lobbies, where lights burn on 24 hrs basis. o Using T-5 (28W) fluorescent lamps LED in place of T-8 lamps (36W) in basements, stilts & underground parking areas. o Putting external lighting control on time switch/time control. o Using time switch control/time control for common area & basements lighting. o Using high efficiency motors EF1 for pumps & ventilation fans. o Use of local building material (400 Km range) to reduce pollution & transportation energy. o Use of Fly Ash in RMC What type of, and capacity of, power back-up do you plan to provide? I) Type: Diesel Generator Set II) Capacity: 1510 KVA ( x1010 KVA) 9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation? ITHC/PRJ/16-17/EIA/65 28 IND TECH HOUSE CONSULT

34 M/S A.S. PROPTECH PVT. LTD. FORM 1A Suitable single glass of appropriate thickness depending on glass panel size and keeping in mind U values and SHGC recommended in ECBC norms will be selected. 9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Passive solar technique:- Passive solar architectural feature- Optimizing building envelope & window design to reduce cooling demand (selection of energy efficient low U value materials for envelop is application of high reflecting white china mosaic tiles to terraces). Day light integrated to reduce artificial lighting demand. Shading devices provide shade to windows & external façade. Planned buffer spaces, like balconies, cupboards on external façade of building - to reduce heat gain & there by cooling load. Adopting low energy passive cooling strategies: Landscaping to alter micro climate for better condition Large green areas, peripheral plantation and avenue plantation provided to shed the hard areas & reduce heat island effect, reduction of noise & air pollution & provide buffer to sun heat. 9.5 Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details. Yes, the layout of streets & buildings have been designed to maximize the potential for solar energy devices. Further, solar energy will also be used for common area lighting, 9.6 Is shading effectively used to reduce cooling/heating loads? What principles have been used to maximize the shading of Walls on the East and the West and the Roof? How much energy saving has been effected? It is proposed to reduce cooling/ heating load through careful selection of plantationplanting deciduous trees on south side and evergreen trees on east and west side. Passive solar architectural measures have been adopted to provide shades to windows and roof which would effectively reduce heating of building envelope. Sunshades, balconies & buffer space designed on external façade will protect external façade from heat gain & reduce heat gain/energy consumption. 9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications. Building is not centrally air conditioned. However energy efficient (low U Value) materials shall be used. Conventional GSL/ florescent lamps have been replaced with energy efficient LED lamps. This reduces lighting power density or higher power factor shall be maintained This will reduce electrical power distribution losses in the installation. Pumps & Motors: shall be of BEE 4 star rating. Elevators shall be operated with intelligent group control. ITHC/PRJ/16-17/EIA/65 29 IND TECH HOUSE CONSULT

35 M/S A.S. PROPTECH PVT. LTD. FORM 1A Chillers are not used as building is not centrally air-conditioned. All cables shall be de-rated to avoid heating during use. This also indirectly reduces losses and improves reliability. 9.8 What are the likely effects of the building activity in altering the micro-climates? Provide a self assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects? The proposed project will increase hard surfaces like building, terraces, roads, pavement. This increase ambient air temperature and heat island effect. If not properly taken care off. To reduce heat island effect the ground coverage is deliberately kept minimum to increase green area. Peripheral and avenue plantation, grass pavers lawns and water bodies planned in the proposed project will shade hard surfaces reduce heat gain and formation of Heat island effect. Hence alteration in microclimate with this measure will be negligible. 9.9 What are the thermal characteristics of the building envelope? (a) roof; (b) external walls; and (c) fenestration? Give details of the material used and the U-values or the R values of the individual components. This is multi storied group housing project with RCC framed structure. Energy efficient materials for building envelope & heat reflecting terrace surfaces shall be provided to reduce heat gain and cooling load What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. The project is approved by fire department. Adequate measures have been taken as per local fire norms and National Building Code 2005 to provide fire protection. Proposed measures include building structure designed for appropriate fire rating, provision of Fire detection & alarm and rescue system,provision of infrastructure required by Fire Service Department to suppress the fire, Provision of fire suppression system All these provisions shall be appropriate to the classification and use of the building as per National Building Code If you are using glass as wall material provides details and specifications including emissive and thermal characteristics. t applicable, as this is group housing project without any glass wall What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration. This is not centrally air conditioned building project, this is residential project which rely more on natural ventilation. However during extreme weather (Summer/Winter) it is essential to have control on air filtration. With use of modern building Materials & technology it is possible to make air tight construction and control air infiltration rate. Application of sealants/weather-strips proposed shall take care of this aspect. Air infiltration rate is controlled within the limit prescribed in ECBC norms, for main Entrance door it is less than 5 l/s-m2 and for other fenestration it is less than 2l/s-m To what extent the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. ITHC/PRJ/16-17/EIA/65 30 IND TECH HOUSE CONSULT

36 M/S A.S. PROPTECH PVT. LTD. FORM 1A n conventional (Solar) energy will be used to reduce burden on conventional energy. In addition to this following technologies would be used to conserve energy Electric meter with timer Replacement of high energy consuming incandescent lights with fluorescent/ CFL/ LED lamps. Shading devices and other passive solar technique. 10. Environment Management Plan The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire. Table4: Environment Management Plan SN Potential Impact Action I. Construction Phase 1. Air Emission 2. ise All equipments will be operated within specified design parameters. Vehicle trips to be minimized to the extent possible Any dry, dusty materials stored in sealed containers or prevented from blowing. Compaction of soil during various construction activities Ambient air quality within the premises of the proposed unit to be monitored. List of all onsite noise generating machinery with age to be prepared. Equipment to be maintained in good working order. Working during night to be minimized. Generation of vehicular noise Implement good working practices (equipment selection and sitting) to minimize noise and also reduce its impacts on human Parameters for Monitoring Random checks of equipment logs/ manuals Timing Construction activities Vehicle logs Site clearance and construction activities Absence of stockpiles or open containers of dusty materials. Construction logs PM10, PM2.5, SO2, NO 2 and CO Equipment logs, noise reading Working hour records Maintenance records of vehicles Site working practices records, noise reading Construction activities Construction activities As per SPCB requirement. During construction phase. Construction activities During construction phase. During construction Phase. ITHC/PRJ/16-17/EIA/65 31 IND TECH HOUSE CONSULT

37 M/S A.S. PROPTECH PVT. LTD. FORM 1A 3. Wastewater Discharge 4. Soil Erosion Drainage and effluent Management Waste Management health (ear muffs, safe distances, and enclosures). machinery running when not required. Acoustic mufflers/enclosures to be provided in large engines ise to be monitored in ambient air within the plant premises. The ise level will not exceed the permissible limit both during day and night. All equipment operated within specified design parameters. Vehicle trips to be minimized to the extent possible untreated discharge to be made to surface water, groundwater or soil. Waste water will be discharged to outside drainage. Take care in disposal of wastewater generated such that soil and groundwater resources are protected. Minimize area extent of site clearance, by staying within the defined boundaries Protect topsoil stockpile where possible at edge of site. Ensure drainage system and specific design measures are working effectively. The design to incorporate existing drainage pattern and avoid disturbing the same. Implement waste management plan that identifies and characterizes every waste arising associated with proposed activities and which identifies the procedures for collection, handling & Mufflers/enclosures place. ise reading in Random checks of Equipment logs/ manuals Vehicle logs discharge hoses in vicinity of watercourses. Discharge norms for effluents as given by SPCB. Discharge norms for effluents as given by PCB. Site boundaries not extended / breached as per plan document. Effective cover in place. Visual inspection of drainage and records thereof Comprehensive Waste Management Plan in place and available for inspection on-site. Compliance with MSW Rules, and Hazardous Wastes (Management, Handling and Trans Boundary Movement Rules), 2008 Prior to use of equipment. As per SPCB requirement or quarterly whichever is lesser. During construction phase. During construction Phase. During construction phase. During construction Phase. During construction Phase. During construction Phase. During construction phase Prior to site Clearance. ITHC/PRJ/16-17/EIA/65 32 IND TECH HOUSE CONSULT

38 M/S A.S. PROPTECH PVT. LTD. FORM 1A n-routine events accidental releases Environmental Management Cell/Unit II. Operational Phase 9. Air Emission 10. ise Wastewater Discharge and Drainage and Effluent Management 13. Energy Usage disposal of each waste arising. Plan to be drawn up, considering likely emergencies and steps required to prevent/limit consequences. The Environmental Management Cell/Unit is to be set up to ensure implementation and monitoring of environmental safeguards. Stack emissions from DG set to be monitored Ambient air quality within the premises of the proposed unit to be monitored. Exhaust from vehicles to be minimized by use of fuel efficient vehicles and well maintained vehicles having PUC certificate. Vehicle trips to be minimized to the extent possible ise generated from operation of DG set to be optimized and monitored. DG sets are to be provided with acoustic enclosures with appropriate height of chimney above roof level or as specified by PCB Generation of vehicular noise untreated discharge to be made to surface water, groundwater or soil. Take care in disposal of wastewater generated such that soil and groundwater resources are protected Ensure drainage system and specific design measures are working effectively. Design to incorporate existing drainage pattern and avoid disturbing the same. Replacement of conventional luminaries to energy efficient luminary fittings Mock drills and records of the same A formal letter from the management indicating formation of Environment Management Cell PM, SO 2, NO 2, CO PM 10, PM 2.5, SO 2, NO 2, and CO as given by SPCB. Vehicle logs to be maintained Vehicle logs Maintain records of vehicles Maintain records of vehicles discharge hoses in vicinity of watercourses. Discharge norms for effluents as given by SPCB Visual inspection of drainage and records thereof Luminary parameters During construction phase During construction phase During operation phase During operation Phase During operation phase. During operation phase During operation phase ITHC/PRJ/16-17/EIA/65 33 IND TECH HOUSE CONSULT

39 M/S A.S. PROPTECH PVT. LTD. FORM 1A Emergency preparedness, as fire fighting Environment Management Cell/Unit such Fire protection and safety measures to take care of fire and explosion hazards, to be assessed and steps taken for prevention. The Environment Management Cell/Unit to be set up to ensure implementation and monitoring of environmental safeguards. Mock drill records, on site emergency plan, evacuation plan A formal letter from the management indicating formation of Environment Management Cell During operation phase During operation phase Table 5: Environment Monitoring Plan (Construction Phase) S.. Particulars Parameters Frequency 1. Ambient Air Monitoring PM 10, PM 2.5, SO 2, NO x, CO Half Yearly 2. Water Quality Monitoring Drinking Water Standard Half yearly 3. ise Level Monitoring 24 Hrs. ise Level Once in a month Table 6: Environment Monitoring Plan (Operation Phase) S.. Particulars Parameters Frequency 1. Ambient Air Monitoring PM 2.5, PM 10, SO2, NOx, CO Half yearly 2. Stack Emission Monitoring PM, SO 2, NO x Half yearly 3. Treated Effluent Monitoring ph, BOD, COD, O& G, Total Suspended Solids Monthly 4. ise Level Monitoring 24 Hrs. ise Level Quarterly ITHC/PRJ/16-17/EIA/65 34 IND TECH HOUSE CONSULT

40 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN 1. INTRODUCTION The proposed residential project is located on Khasra. 7, 9, 10, 11, 12 at village Chhajarsi and Plot GH 09, Ahinsa Khand-2, Indirapuram Ghaziabad U.P. The developer of the project is M/s A.S. Proptech Pvt. Ltd. The Land use of project site is residential which is in conformity with the master plan of Ghaziabad Development Authority. The objective of the study is to carry out Environmental Impact Assessment (EIA) for the proposed project to meet the environmental compliance laid down by the Ministry of Environment and Forest (MoEF), Govt. of India. The scope of the study would be as per the EIA guidelines outlined by the MoEF for new construction project. Fig. 1. Ghaziabad Development Authority Master Plan Land use- Residential ITHC/PRJ/16-17/EIA/65 35 IND TECH HOUSE CONSULT

41 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN 2.0 PROJECT DEVELOPMENT (PHASE 1) Project will be developed in phases i.e. Phase 1 and Phase 2. As per building bye laws 250 FAR and 125 purchasable FAR is permissible. In first phase development will be as per 250 FAR. However, structural provision for future vehicle expansion and provision for parking to achieve 375 FAR on completion of phase 2 is made in phase 1 itself. The proposed project is planned on Khasra. 7, 9, 10, 11, 12 at village Chhajarsi and Plot GH 09, Ahinsa Khand-2, Indirapuram Ghaziabad U.P. on a total Plot area of sq m. The total built-up area is approximately sq m. The project comprises of 4 no. of building blocks with maximum 3B+G/ST+30 floors. Apart from this Group Housing, project will provide following facilities for comfortable living. Parks equipped with children s play equipments, jogging & walking tracks. Adequate cross ventilation and ideal natural light in every apartment. Provision for lifts and comfortable staircase. Adequate Parking facility, Community Hall & Convt shopping DG set Power back up. The Design approach shall be sensitive to environmental issues. The main thrust shall be laid on Energy conservation, safety and ease of maintenance and current technological development. The Design Philosophy is to ensure fulfillment of all functional requirements in accordance with Design Guidelines, Relevant Standards and Codes as well as local Bye laws. The salient features of the project are given in table: 1 below Table1. Salient features of Proposed Group Housing Project SN Description Quantity Unit GENERAL 1 Plot Area Proposed Built Up Area SQM 3 Number of Building Blocks 4 NOS 4 Total no of Saleable DU's 396 NOS 5 Max Height of Building 95 M 6 Max of Floors (Residential Tower) 3B+G/ST+30 NOS 7 Cost of Project 92 CR 8 Expected Population (1980 Residential Floating) 2353 PERSONS 9 Permissible Ground Coverage Area (35%) 5051 SQM 10 Proposed Ground Coverage Area ( 16.83%) 2428 SQM 11 Permissible FAR Area SQM 12 Proposed FAR Area SQM 13 Basement Area SQM 14 n FAR, & Other areas SQM 15 Proposed Built Up Area SQM WATER ITHC/PRJ/16-17/EIA/65 36 IND TECH HOUSE CONSULT

42 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN 16 Total Water Requirement KLD 17 Fresh water requirement (64.4% of total water req) KLD 18 Waste water Generation KLD 19 Proposed STP Capacity 180 KLD 20 Treated Water Available for Reuse KLD 21 Recycled Water (35.6% of total water requirement) KLD 22 Surplus treated water KLD RAIN WATER HARVESTING 22 Rain Water Harvesting Potential CUM 23 of RWH of Pits Proposed 4 NOS PARKING 24 Total Parking Required as / Building Bye Laws 538 ECS 25 Proposed Total Parking 983 ECS 26 Proposed Parking on Surface 195 ECS 27 Proposed Parking in Stilt 62.0 ECS 28 Basement Parking 726 ECS 29 Total Proposed Cars 615 CARS GREEN AREAS 32 Required Green Area (15% of Plot Area) 1743 SQM 33 Proposed Green Area (15.26% of Plot Area) SQM WASTE GENERATION 34 Municipal Solid Waste Generation 1.03 TPD 35 Quantity of E-Waste Generation- Kg/Day 6.8 KG/DAY 36 Quantity of Hazardous waste Generation 2.1 LTS/DAY 37 Quantity of Sludge Generated from STP KG/DAY POWER 38 Total Power Requirement 1900 KW 39 DG set backup 1510 KVA 3.0 CONNECTIVITY The Project site is well connected to NH-24 and NH-91 which is situated at 0.56 Km South and 4.40 KM rth East direction from the project site respectively. Almost all the surrounding and nearby areas are connected with network of roads. Ghaziabad Railway Station is around 5.25 km in East direction. Google image showing location and connectivity of project site is as given below (Ref, fig.2 ITHC/PRJ/16-17/EIA/65 37 IND TECH HOUSE CONSULT

43 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN Fig 2: Project site Location on Google Image Fig 3 10 Km Radius Map ITHC/PRJ/16-17/EIA/65 38 IND TECH HOUSE CONSULT

44 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN Fig 4: 500 M Radius Map 4.0 PROJECT SURROUNDINGS Project site is located on Khasra. 7, 9, 10, 11, 12 at village Chhajarsi and Plot GH 09, Ahinsa Khand-2, Indirapuram Ghaziabad U.P. The location coordinate of project site are N and E. The Project site is well connected to NH-24 and NH-91 which is situated at 0.56 Km South and 4.40 KM rth East direction from the project site respectively. Almost all the surrounding and nearby areas are connected with network of roads. Ghaziabad Railway Station is around 5.25 km in East direction and nearest Air Port is Indira Gandhi International Airport at about Km South West. The details of site surroundings are given below in Table- 2. Table-2: Site and Surrounding of the project Site S.. Particulars Details 1. Nearest National Highway NH Km S NH Km N NH Km NE 2. Nearest Railway Station Ghaziabad Railway Station: 5.25 km, East 3. Nearest Airport Indira Gandhi International Airport: Km South West 4. Nearest Town/ City Ghaziabad 7.97 KM NE 5. River Body Hindon River: 0.95 km NE 6. Hills/ Valleys t within 10 km from the project site 7. Site Topography Plain 8. Archaeologically Important Site Nil ITHC/PRJ/16-17/EIA/65 39 IND TECH HOUSE CONSULT

45 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN 9. National Parks/ Wildlife t within 10 km. (Okhla Bird Sanctuary Sanctuaries km, SW) 10. State Boundary Delhi Up Border, 4.38 Km W 11. Seismicity The study area falls under Seismic Zone-IV 5.0 OCCUPANCY DETAILS The total population of the project will be approx persons including 1980 residents, 41 n residential & 332 visitors/guests. Details of population are given below in Table -3. Table -3 Population Detail POPULATION RESIDENTIAL DU'S POP/DU TOTAL SALEABLE DU'S TOTAL 1980 NON RESIDENTIAL COMMERCIAL/COMMUNITY HALL (Employees etc ) COMMERCIAL (SHOPPING) COMMUNITY HALL FACILITY MANAGEMENT STAFF LS 23 TOTAL 41 VISITORS TOTAL VISITORS 332 TOTAL POPULATION WATER DEMAND 6.1 Water supply & source The water supply for the residential project during operation phase will be sourced from water supply department of Ghaziabad Development Authority. The total water demand works out to approximately 196 KLD. After recycling and reuse of 60 KLD treated water, the net fresh water requirement will be 136 KLD. Details of daily water requirement, waste water generation & reuse of treated water are given below in Table 4 and water balance diagram is given in Figure-5. below. ITHC/PRJ/16-17/EIA/65 40 IND TECH HOUSE CONSULT

46 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN Table 4: Calculations for Daily Water Demand for the Project WATER REQUIREMENT POPULATION/ AREA/UNIT RATE IN LTS TOTAL QTY IN KL RESIDENTIAL DOMESTIC FLUSHING NON RESIDENTIAL (Working) DOMESTIC FLUSHING VISITORS DOMESTIC FLUSHING TOTAL POPULATION 2353 GARDENING D G COOLING SWIMMING POOL 1 5 TOTAL WATER REQUIREMENT TOTAL TREATED WATER REQUIREMENT TOTAL FRESH WATER CAPACITY OF STP WATER FLOW TO STP (DOMESTIC) 80% WATER FLOW TO STP (FLUSHING) 100% TOTAL WASTE WATER GENERATION REQUIRED CAPACITY OF STP - 120% SAY 180 AVAILABLE TREATED WATER (80%) 121 REUSE OF TREATED WATER SURPLUS WATER TO BE USED FOR NEAR BY CONSTRUCTION 60 ACTIVITIES ITHC/PRJ/16-17/EIA/65 41 IND TECH HOUSE CONSULT

47 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN Fig 5: Water Balance Diagram for the Project 7.0 SEWAGE GENERATION Construction phase: Quantity of sewage generated during the construction phase will be negligible and proper management will be done by providing mobile toilets. Septic tank & soak pit will be provided on site for treatment. Operational Phase: Sewage generated during operation phase would be approx 150 KLD. Capacity of onsite STP is 180 KLD. 8.0 WASTE GENERATION, COLLECTION, TRANSPORT AND DISPOSAL Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS roads, tiles, wood etc. The following steps are to be followed for the management solid waste: Construction yards are used for storage of construction materials. The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction. ITHC/PRJ/16-17/EIA/65 42 IND TECH HOUSE CONSULT

48 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the Project. Remaining soil will be utilized for back filling / road work /raising of site level at locations. Waste generation during Operation Phase During operation phase municipal solid waste would be generated from the project. The quantification of different type of waste likely to be generated are given below in table:5 below Table 5: Quantity of Waste Generation during operation phase WASTE GENERATION Total Waste Generation 1.03 TPD Organic Waste Generation 0.62 TPD E- Waste Generation 6.8 KG/Day Sludge Generation 121 KG/Day Hazardous Waste Generation (DG Waste Oil) 2.1 Lts/ Day (Source: The solid waste generation has been 0.5 kg per capita per day basis ad per guideline of (CPHEEO) manual.) Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, Collection and Segregation of waste 1. A door to door collection system will be adopted for collection of domestic waste in colored bins from household units. 2. Biodegradable & non biodegradable waste shall be separately collected to ensure segregation at source. 3. For community hall & commercial occupancy, adequate number of colored bins separate for Bio-degradable and n Bio-degradable will be placed at planned location. 4. Litter bin will also be provided in open areas like parks etc. Treatment of Bio-Degradable wastes Biodegradable /Organic and Horticultural Waste would be treated in Organic Waste Converter installed at site. Generated compost would be used as manure for horticulture development. n Biodegradable waste Recyclables, such as plastic, rubber, wood pieces, glass etc will be segregated from non biodegradable waste & sold to authorize vendors for recycling & remaining inert waste shall be sent to land fill site through authorized vendor as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, STP sludge will also be used for horticultural purposes as manure. ITHC/PRJ/16-17/EIA/65 43 IND TECH HOUSE CONSULT

49 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN 9.0 POWER REQUIREMENT DETAILS The power supply shall be supplied by Uttar Pradesh Power Corporation Ltd (UPPCL) the estimated electrical demand load & proposed power back to be used during power failure shall be as per details given in Table:6 below. Table: 6 Power & DG detail ELECTRICAL LOAD & DG BACK UP` ELECTRICAL - DEMAND LOAD 1900 KW POWER BACK UP - DG SETS 1510 KVA NO OF DG SETS (1X500+1X1010) DG STACK HEIGHT (6M above Tallest Tower) 101 M 9.1 BACKUP POWER DETAILS There is provision of 2 no (1X500+1X1010) of DG sets for power back up in the Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. Energy Conservation Measures: The energy conservation measures shall be adopted to minimize the demand on non- renewable resources and maximize the utilization efficiency of these resources. The benefits of Energy Conservation measures are as follows: Reduced Energy Consumption without sacrificing comfort levels. Reduced destruction of natural resources. Reduced air pollution. Reduced Pollution Loads. Increased user productivity STORM WATER DRAINAGE & RAIN WATER HARVESTING SYSTEM A network of covered/underground storm water drain will be developed to collect rain water runoff from roof tops, hard & soft areas roads, paths, parking & open areas, vegetated surfaces planned on the ground. Strom water would be channelized to rain water harvesting structure designed to charge the rain water to ground water aquifer. The storm water will pass through the desilting chamber/oil& grease separator before finally discharging to percolation tank. Design details of Rain Water Harvesting structure are given in the table 7 & Figure 8 below For basement parking, the rainwater from ramps will be collected in the basement storm water storage tank. This water will be pumped out to the nearest external storm water drain ITHC/PRJ/16-17/EIA/65 44 IND TECH HOUSE CONSULT

50 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN PARTICULARS Table 7: Calculations for storm water Harvesting Potential OTHER OPEN AREAS RAIN WATER HARVESTING ROAD/PAVEMENT/PARKING AREAS GREEN AREA ROOF TOP AREA Area (Sq.m.) Runoff coefficient Rainfall (m) Harvesting potential (cu.m.) Net water availability and potential for recharge (cu.m.) per year (considering 20% losses) Table 8: Calculations for Rain water Harvesting Pit Design Rain Water Harvesting Pit Design Particulars Values Unit Peak hourly rate 45 mm/hr for one hour duration CUM Peak hourly rate 45 mm/hr for 15 min duration CUM Volume of recharge pit 28 CUM. of recharge pit required Proposed 4. Total of 4 Rain Water Harvesting pits are planed rain water recharge within the project premises. ITHC/PRJ/16-17/EIA/65 45 IND TECH HOUSE CONSULT

51 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN Figure-6: A typical Recharge pit 11.0 LANDSCAPE & SHELTERBELT DEVELOPMENT Total green area measures m 2 i.e % of the total plot area. Approx. 50% of area would be used for peripherial tree plantation, road side plantation & remaining area would be used for plantation of shrubs, lawn, and ground cover. There are several trees which will be planted along the sides of the Project boundary. For tree plantation preference will be given to local tree with large leafs & dense foliage for shading & reduction of air & noise pollution. The plant species would be selected from the list given below: ITHC/PRJ/16-17/EIA/65 46 IND TECH HOUSE CONSULT

52 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN THE LIST OF PLANT SPECIES LIKELY TO BE PLANTED SN Botanical Name Common Name 1 Ficus Infectoria Pakur 2 Delonix regia Gulmohur 3 Cassia fistula Amaltas 4 Azadirachtha Indica Neem 5 Peltophorum ferrugineum Copper pod 6 Ficus retusa Usha 7 Alstonia Scholaris Scholar tree 8 Thespesia populnea Paras Pipal 9 Churasia tabularis Chukrasia 10 Anthocephalus cadamba Kadamba 11 Jacaranda mimosifolia Jacaranda 12 Mimusops Elengi Maulsari 13 Plumeria alba Temple tree 14 Terminalia arjuna Arjuna 15 Bauhinea Variegata Kachnar 16 Sarca indica Ashoka 17 Silver oak Grevillea Robusta 18 Semal Bombax Ceiba 19 Pilkhan Ficus 12.0 PARKING FACILITIES For smooth circulation & reduction of pollution separate entry & exits with gates of adequate sizes are planned for the vehicles & also for the movement of fire engine. Provision for car/vehicle parking is planned in the basements. Apart from peripheral roads for vehicular movement internal roads/pavements are planned for traffic free movement of pedestrians. Details of parking provision are given in table:8 Table-8: Parking Details 1 Total Parking Required as / Building Bye Laws 538 ECS 2 Proposed Total Parking 983 ECS 3 Proposed Parking on Surface 195 ECS 4 Proposed Parking in Stilt 62.0 ECS 5 Basement Parking 726 ECS 6 Total Proposed Cars 615 CARS 13.0 Risk and Hazards 13.1 Seismicity Based on the tectonic features and records of earthquake, a Seismic Zoning map has been developed for the country by Bureau of Indian Standard (BIS). The area under study falls in Seismic Zone-IV. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structures. The structural design shall be vetted by the agency nominated by local body. Earthquake resistant construction techniques will also be used. ITHC/PRJ/16-17/EIA/65 47 IND TECH HOUSE CONSULT

53 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN 13.2 Emergency Lighting The emergency lights operated on battery power would be provided at appropriate locations such as corridors, common area, staircase, exit and entrance doors, parking, etc Fire Safety Fire Fighting Designed: As per National Building Code 2005 Provision fire detection, alarm & rescue system. Provision of infrastructure required for suppression of fire as per norms. Provision of fire escape staircase Provision of Fire Extinguishers, Fire Hose Cabinet, Internal & External hydrant, Fire sprinkler system in basements & residential towers are planned as per applicable codes & norms of local fire department ENVIRONMENTAL POLLUTION MITIGATION MEASURES 14.1 Air Pollution Increased traffic generation due to project (no. of parking space proposed for the project is 983 is not going to cause significant increase in atmospheric concentration of gases and will not result in heat island formation as adequate landscaping has been provided. Mitigation Measures for Air Pollution during Construction Stage Air quality around the project site will be impacted during construction stage. Various construction activities especially related to handling of loose material are likely to generate fugitive dust that will affect the air quality of the surrounding area of the project site. To minimize such impacts following measures has been proposed: All the loose material either stacked or transported will be provided with suitable covering such as tarpaulin, etc. Water sprinkling shall be done at the locations where dust generation is anticipated. To minimize the occupational health hazard, proper personal protective gears i.e. mask shall be provided to the workers who are engaged in dust generation activity. Mitigation Measures for Air Pollution during Operational Stage Operation of DG Sets is the only source of air pollution during operational phase. Sufficient stack height 101 m will be provided for proper dispersion of pollutants. Also, it is proposed to minimize air pollution by providing plantation as buffer on the periphery of the project site and on the open spaces. An area of m 2 i.e % of the total area has been kept for green development & plantation purposes Water Pollution The source of water pollution during construction and operation phase is due to waste water generated from toilets and washing. ITHC/PRJ/16-17/EIA/65 48 IND TECH HOUSE CONSULT

54 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN 14.3 ise Environment It is envisaged that within the Group Housing complex there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the sides of internal roads, on the open spaces inside and around the periphery of whole complex. Proper maintenance of the internal roads will also be carried out and Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits. Mitigation Measures for ise Pollution during Construction Stage During the construction stage, expected noise levels shall be in the range of db (A) which will decrease with increase in distance as per the Inverse Square Law. Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver s end. To prevent any occupational hazard, ear muff / ear plug shall be given to the workers working around or operating plant and machinery emitting high noise levels. Use of such plant or machinery shall not be allowed during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact. Mitigation Measures for ise Pollution during Operation Stage It is envisaged that there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the open spaces and around the periphery of whole complex. Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits CONSTRUCTION MATERIALS The following construction materials are required for residential construction; 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Cement 5. Fly Ash 6. Reinforcement steel 7. Plywood & steel shuttering 8. Pipe scaffolding (cup lock system) 9. Bricks 10. Marble/vitrified/ceramic floor & wall tiles 11. P.V.C. conduit 12. MCBs/DBs 13. Overhead water tanks 14. Pavors 15. Conc, CI, GI, CPVC, UPVC pipes 16. Sanitary fittings & fixtures 17. Stainless steel sink 18. Glass 19. Joinery hardware 20. Aluminium Frames 21. Electrical equipments, fittings & fixtures LIST OF MACHINERY USED DURING CONSTRUCTION (i) Dumper (ii) Concrete mixer with hopper ITHC/PRJ/16-17/EIA/65 49 IND TECH HOUSE CONSULT

55 M/S A.S. PROPTECH PVT. LTD. CONCEPTUAL PLAN (iii) Excavator (iv)concrete Batching Plant (v) Cranes (vi) Road roller (vii Bulldozer (viii) Tower Cranes (ix) Hoist (x) Labor Lifts (xi) Concrete pressure pumps (xii) Mobile transit mixer 17.0 PROJECTCOST The total construction cost of the Group Housing project is approximately Rs. 92 Crore. ITHC/PRJ/16-17/EIA/65 50 IND TECH HOUSE CONSULT

56 GOOGLE MAP SHOWING THE PROJECT SITE TOWARDS SH-57 NH-58 CHANDAR NAGAR HALT NH-91 CANAL PROJECT SITE GHAZIABAD VIJAY NAGARRLY. STN. TOWARDS DADRI TOWARDS DELHI NH-24 HINDON RIVER DELHI UP BORDER SECTOR-63 TOWARDS DELHI NOIDA GR. NOIDA LINK ROAD TOWARDS NOIDA- GR. NOIDA 1

57 GOOGLE MAP 500 MT RADIUS HINDON RIVER PROJECT SITE GAUTAMBUDH NAGAR PUSTA ROAD 2

58 GOOGLE MAP 10 KM RADIUS DELHI UP BORDER HINDON AIRBASE CANAL NH-24 PROJECT SITE SECTOR-63 HINDON RIVER SH-57 NOIDA GR. NOIDA LINK ROAD NH-58 NH-24 GHAZIABAD RLY. STN. S.NO. FEATURES LEGENDS 1 PROJECT SITE 2 ROADS 3 RIVER BODY 4 STATE BOUNDRY 5 CANAL S.N FEATURES DISTANCE 1 HINDON RIVER 0.23 Km NE 2 NH Km S 3 NH Km NE 4 NH Km NE 5 SH Km NE 6 NOIDA GR. NOIDA LINK RD 4.33 Km S 7 U.P. DELHI 4.97 Km SW BORDER 8 GHAZIABAD RAILWAY STN 4.46 Km NE 9 HINDON AIR BASE 8.04 KM NW 10 Canal 2.44 km NW 3

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61 PARTICULARS OTHER OPEN AREAS RAIN WATER HARVESTING ROAD/PAVEMENT/PARKING AREAS GREEN AREA ROOF TOP AREA Area (Sq.m.) Runoff coefficient Rainfall (m) Harvesting potential (cu.m.) Net water availability and potential for recharge (cu.m.) per year (considering 20% losses) Rain Water Harvesting Pit Design Particulars Values Unit Peak hourly rate 45 mm/hr for one hour duration CUM Peak hourly rate 45 mm/hr for 15 min duration CUM Volume of recharge pit 28 CUM. of recharge pit required 10.1 NO Proposed 8 NO

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66 Ind Tech House Consult Annexure-C1 EIA Consultancy Organization: Ind Tech House Consult, G-8/6, Ground Floor, Rohini, Delhi , has been appointed as EIA Consultant to carry out Environmental Impact Assessment Study and Obtaining Environmental Clearance for Proposed Group Housing Project at Khasra. 7, 9, 10, 11, 12 At Village Chhajarsi And Plot GH 09, Ahinsa Khand-2, Indirapuram Ghaziabad U.P. Accreditation to NABET Status: Ind Tech House Consult was assessed by the NABET on 30 th and 31 st January 2012 and has provisionally accredited the Consultancy organization in Building and Construction Projects. Similar Assignment: Following are some of projects of similar kind successfully carried out/ ongoing by the Consultancy organization. a. Environmental Impact Assessment for Extension of Parliament House Annexe Project, Parliament House Complex, New Delhi; b. Environmental Impact Assessment for Construction of Group Housing for LokSabha Secretariat, New Delhi; c. Environmental Impact Assessment for Park at Sector 92, ida (under direction of Hon ble Supreme Court); d. Environmental Impact Assessment for Expansion of LNJP Hospital, New Delhi; e. Environmental Impact Assessment for Construction of Institutional Campus at Rohtak; f. Environmental Impact Assessment for Construction of Police Line by Delhi Armed Police, Dwarka, New Delhi.

67 Intellectual Strength of Ind Tech House Consult I Name : Mr. Arvind Narayan Devikar 1 Status in the : EIA Coordinator Organization 2 Educational Qualification : Bachelor of Architecture (Visvesvaraya Regional College of Engineering Nagpur (1973) 3 Work Experience : 40 Years 4 Work Experience related to EIA : 7 years More than 25 successful EIA projects in Building Construction Sector 5 Previous Organizations Served : Senior Architect, CPWD, Directorate General, CPWD Nirman Bhawan ( ) 6 Specialization : Planning and Designing, Energy Efficient Buildings, Climate Responsive Architectural Design, Passive Energy in Buildings, Energy Conservation, Landscape and Environmental Impact Assessment 7 Additional Qualification : Evaluator and Trainer for GRIHA - Green Rating for Integrated Habitat Assessment; Panel member for National Building Code 2005 in Landscaping, CED 46:p18; Architecture, Energy and Environment Lund University Sweden Planning and Design of Energy Efficient Building CPWD Ghaziabad; Public Administration II Name : Dr. Ravinder Mohan Mehta 1 Status in the : EIA Coordinator Organization 2 Educational : Ph.D. Chemistry Patiala University, Patiala Qualification 3 Work Experience : 38 years in Pharmaceutical Industry, Academics, Laboratory and Environmental Consultancy 4 Work Experience : 10 years

68 related to EIA More than 50 successful EIA projects 5 Previous Organization Served : Ranbaxy Labs, Punjabi University, Nuchem Limited, Senes Consultants India Pvt. Ltd., Voyants Solutions Pvt. Ltd. 6 Additional Qualification : ISO Lead Auditor, Planning Implementing and Auditing of Laboratory Quality System as per NABL/ISO 17025, Environmental Training on Industry and Environment Protection for India, Unit operation and processes for CETP, CIQA as per 17025:1999 III Name : Mrs. Supriti Guha 1 Status in the : EIA Coordinator Organization 2 Educational : B. Tech Chemical Engineering Qualification 3 Work Experience : 15 Years 4 Work Experience related to EIA : 3.5 years More than 10 EIA Studies 5 Previous Organizations Served : West Bengal Pollution Control Board for 12 years as Regional Officer 6 Specialization : Air Quality, Water Pollution, Solid and Hazardous Waste, Environmental Assessment for Industries and Thermal power Plant and Environmental Impact Assessment IV Name : Mr. Suman Banerjee 1 Status in the : EIA Coordinator Organization 2 Educational : B.E. Environmental Engineering Qualification 3 Work Experience : 12 Years 4 Work Experience related to EIA : 8 Years More than 50 successful EIA projects 5 Previous Organizations Served : Common - Hazardous Waste Management Facility at Taloja, Mumbai; Common - Biomedical Waste Management Facility at Taloja, Mumbai; Consultant for JBIC for Environment and Social Guideline

69 Frame Work for Steel and Thermal Power Projects in India; Consultant for JICA for Dedicated Freight Corridor for DFCCL - Ministry of Railways, projects; EIA Consultant and Environmental Trainer for JBIC funded Kerala water supply project for Thiruvananthapuram, Meenad, Cherthala, Kozhikode&Pattuvam. 6 Specialization : Air Pollution, Water Pollution, ise and Vibration, Green Building, Municipal Solid Waste, Hazardous Waste and Biomedical Waste; Environmental Impact Assessment for Building and Construction Projects, Highway Projects, Area Development Projects, Industrial Estate/ Park/ Leather Park Projects, SEZ, Oil and Natural Gas Exploration Projects, Mineral Beneficiation Projects, Highway and Solid and Hazardous Waste Management Projects; ise and Vibration assessment and analysis expert 7 Additional Qualification : GRIHA Green Rating for Integrated Habitat Assessment ECBC Energy Conservation Building Code EIA Trainer for CPWD Officials at CPWD Training Institute, Ghaziabad V Name : Mr. Anand Kumar Dubey 1 Status in the Organization : Air Quality, Water Quality, Solid Waste and Ecology and Biodiversity Expert 2 Educational : M. Sc. Environment and Ecology Qualification 3 Work Experience : 7 years 4 Work Experience : 7 years related to EIA 5 Previous Organizations Served : Asian Consulting Engineers Pvt. Ltd. 6 Specialization : Environmental Impact Assessment for Building Construction, Industrial Estates/ Parks, Solid Waste Management, Area Development Projects, Oil and Natural Gas Exploration and Highway Projects

70 VI Name : Dr. Debasish Bhattacharya 1 Status in the : Social Expert Organization 2 Educational Qualification : Ph.D. Tribal Development/ Social Science IIT Kharagpur MRP Regional Planning IIT Kharagpur 3 Work Experience : 25 years 4 Work Experience : 25 years related to EIA 5 Previous Organizations Served : IIT Kharagpur Senior Project Manager LEA Associates SMEC India Pvt. Ltd. Feedback Ventures Pvt. Ltd. Nippon Koei External Funding Agency Projects for World Bank, ADB, JICA 6 Specialization : Tribal Development, Socio economic Development, Social Study in Forest Management, Preparation of RAP, SIA, SE Framework Development, Rehabilitation and Resettlement (R&R) VII Name : Mr. Sameer Vilasrao Deshpande 1 Status in the : Ecology and Biodiversity Expert Organization 2 Educational : M.Sc. Botany Qualification 3 Work Experience : 6.5 years 4 Work Experience : 6.5 years related to EIA 5 Previous Organizations Served : National Environmental Engineering Research Institute - NEERI Nagpur 6 Specialization : Biological Monitoring, preparation of Biodiversity report, conservation plan for scheduled plant and animals, green belt development plan VIII Name : Mr. Rahul RamaraoDeshmukh 1 Status in the : Social Expert

71 Organization 2 Educational Qualification : Master of Social Work Ph.D. Submitted 3 Work Experience : 6 years 4 Work Experience : 6 years related to EIA 5 Previous Organizations Served : National Environmental Engineering Research Institute - NEERI Nagpur 6 Specialization : Socio Economic Monitoring, Rehabilitation and Resettlement, Corporate Social Responsibility IX Name : Mr. Sunil Chandra Gupta 1 Status in the : Risk Assessment and Hazard Management Organization 2 Educational Qualification : M.E. Chemical Engineering, B.E. Chemical Engineering (University of Roorkee) 3 Work Experience : 20 years 4 Work Experience : 20 years related to EIA 5 Previous Organizations Served : Shriram Institute of Industrial Research ERM India Pvt. Ltd. SGS India Pvt. Ltd. 6 Specialization : Risk Assessment and Disaster Management Plan; HAZOP study; Execution of Safety Audit, Hazard Analysis and preparation of Disaster Management Plan; Waste Water Treatment and Disposal; Solid and Hazardous Waste Treatment and Disposal. X Name : Mr. UmeshPratap Singh Chauhan 1 Status in the : Geology Expert Organization 2 Educational : M.Sc. Geology Qualification 3 Work Experience : 30 years 4 Work Experience : 6 years

72 related to EIA 5 Previous Organizations Served : Uttar Pradesh State Mineral Development Corporation Ltd.; Directorate of Geology and Mining 6 Specialization : Mining Plan; R&D project for Mining and Quality Control; Exploration, Surveying and Mapping. XI Name : Dr. Manoj Kumar Mishra 1 Status in the Organization : Air Pollution, Meterology, Modeling and ise and Vibration Expert 2 Educational Qualification : M.Tech. Atmospheric Sciences University of Pune Ph.D. Atmospheric Sciences (Air Quality Modelling and Micrometeorology IIT Delhi) 3 Work Experience : 14 years 4 Work Experience : 14 years related to EIA 5 Previous Organizations Served : IIT Delhi Research Associate SENES Consultants India Pvt. Ltd. 6 Specialization : Air and ise Impact Assessment Studies; Air Quality and ise Modeling by ISCST3, AERMOD, CALPUFF, OCD, CALINE, INM, DHAWANI, TNM, etc.; Air and ise Modeling for Coal and Gas fired industries, landfill, helipad, wind farms, highways SEZ Projects; 7 Specialized Study : Coastal Atmospheric Boundary Layer (CABL) field experiment at kalpakkam in collaboration with Indira Gandhi Centre for Atomic Research (IGCAR), Bhabha Atomic Research Centre (BARC) Mumbai and Institute of Meteorology and Physics, University of Agriculture, Forestry and Renewable Resources Vienna, Austria XII Name : Dr. Suraj Kumar Sharma 1 Status in the Organization : Hydrology, Ground Water, Water Conservation, Geology and Land Use Expert 2 Educational Qualification : M.Sc. Geology Jammu University Diploma in Remote Sensing Indian Institute of Remote

73 Sensing (IIRS Dehradun) Diploma in Advance Course in Remote Sensing ITC, The Netherlands 3 Work Experience : 46 years 4 Work Experience : 3.5 years related to EIA 5 Previous Organizations Served : Assistant Geologist Geological Survey of India Director Hydrogeologist Central Ground Water Authority Member Hydrogeology Central Ground Water Authority 6 Specialization : Water Harvesting Water Shed Management Ground Water Study under NNRMS Program along with ISRO Appraisal and Examination of Environmental Projects of MoEF Interpretation and Analysis of Aerial photographs and satellite imageries and providing S&T inputs to ground water projects in the states, investigation and exploration of ground water resources, Geological and hydro-geological data processing

74 Ind Tech House Consult (An ISO 9001:2008 Certified Organization) G-8/6, Ground Floor, Sector 11, Rohini, Delhi Tel: , ; Fax:

75 NATIONAL ACCREDITATION BOARD FOR EDUCATION & TRAINING QUALITY COUNCIL OF INDIA QCI Office, 6 th Floor, ITPI Building, Ring Road, I.P. Estate, New Delhi Scheme for Accreditation of EIA Consultant Organizations Minutes of 90 th Accreditation Committee Meeting for Surveillance Assessment held on September 10, 2014 Present 1. Shri Paritosh C. Tyagi - Chairman 2. Dr. A. N. Jha -Member 3. Prof. J. K. Garg - Member 4. Dr. Asha Rajvanshi - Member Leave of absence was granted to Sh. N.S. Tiwana, Sh. R. K. Bansal, Sh. Bharat Bhushan and Prof. A. K. Moitra. NABET Secretariat was represented by: Mr. A.K. Ghose Principal Advisor, Ms. Preeti Pawaria- Accreditation Officer The following were discussed/ decided: 1. The minutes of 89 th SA AC meeting dt. September 03, 2014 were considered and approved. 2. Case of consideration 2.1 Ind Tech House Consult, Delhi The application for surveillance of Ind Tech House Consult, Delhi was discussed in SA AC meetings dt. September 16, 2013 and September 03, The ACO was issued a show cause for scoring less than 40% marks in one aspect i.e. Quality assurance Organizational systems and procedures vide SA AC meeting dt. September 16, The ACO was asked to submit an updated QMS. After receipt of the updated QMS, the implementation aspects were checked at the premises of the ACO and were found to be satisfactory. The decision on the case is as follows: Sectors Status of approved EIA Coordinators after SA Sl.. Name Sectors Approved in IA Approval status after SA Cat. Status Cat. Remarks Minutes of 90 th AC Meeting for Surveillance Assessment: September 10, 2014 Page 1

76 Sl.. Name Sectors Approved in IA Approval status after SA Cat. Status Cat. Remarks In-house 1. A N Devikar 38 B Continue B ne Continue by Suman 37 B B 2. default ne Banerjee 38 B Continue B Continue by 3. Supriti Guha 37 B B ne default Status of approval of individual EIA Coordinators applied with SA Sl In- house 1. Name Supriti Guha 2. RM Mehta Empanelled Applie d Sectors Recommended Approved Cat. Remarks 21 Yes Yes B ne 31 Yes Yes B 38 Yes Yes B 39 Yes Yes B 4 Yes Yes B ne 37 Yes Yes B 38 Yes Yes B 39 Yes Yes B 3. UPS Chauhan Arvind Purohit kumar 1 Yes Yes A 5. Pankaj Pande Further details to be sought on assessment ne Clarification to be sought wrt his employment status Functional Areas Status of Functional Area Experts approved prior to SA SI.. Name In-house Debashish 1. Bhattacharya 2. Suman Banerjee 3. Supriti Guha Empanelled Approval Status FAs approved in IA after SA FA Cat. Status Cat. SE B Continue with Alert B AP B Continue B MSW B Continue by default B WP A Continue with Alert B SHW A Continue with Alert B Remarks ne ne ne Minutes of 90 th AC Meeting for Surveillance Assessment: September 10, 2014 Page 2

77 Approval Status SI. FAs approved in IA Name after SA. FA Cat. Status Cat. Remarks 4. Sunil Chandra Gupta RH A Continue A ne 5. UPS Chauhan GEO B Continue B ne AP Continue A A Manoj Kumar by default 6. ne Mishra AQ A Continue A NV A Continue A 7. Sameer V EB Deshpande A Continue A ne 8. Rajveer Singh LU Continue A with Alert B ne 9. Rahul SE Continue A Deshmukh by default A ne Status of approval of individual Functional Area Experts applied with SA Sl. Name. In- house Functional Area Applied Recommended Approved Cat. Remarks SHW Yes* Yes* A 1 RM Mehta *MSW only WP Yes Yes A Empanelled 2 Shrikant Misra SC Yes Yes A ne Clarification to be 3 Pankaj Pande GEO sought w.r.t his employment status New Associate Functional Area Expert (AFAE) Sl. Name Area applied for Area approved Cat. Name of senior expert Remarks In-house May be approved as AFAE WP subject to 1. Jai Singh availability of an WP approved FAE- WP with no NC/Alert for this FA to guide him. 2. Amandeep Singh AP May be approved as AFAE - AP subject to with no NC/Alert for this FA to guide him. availability of an approved FAE- AP WP May be approved as AFAE WP, RH 3. subject to availability Hemant Nagar of an approved FAEs- RH WP, RH with no NC/Alert for this FA to guide him. Minutes of 90 th AC Meeting for Surveillance Assessment: September 10, 2014 Page 3

78 Sl. Name Area applied for Area approved Cat. Name of senior expert Remarks May be approved as an approved AFAE EB subject to Neetu Singh Rana 4. EB availability of FAEs- EB with no NC/Alert for this FA to guide her. te: Details of the assessment findings shall be communicated to the ACO by NABET. The meeting ended with a vote of thanks to the Chair. Issued by Vipin Sahni C.E.O. Abbreviations: AO - Applicant Organization ACO - Accredited Consultant Organization AC - Accreditation Committee IA - Initial Accreditation SA - Surveillance Assessment EC - EIA Coordinator FA - Functional Area FAE - Functional Area Expert AFAE - Associate Functional Area Expert For sector numbers - Refer the Scheme For functional areas- Refer the Scheme Minutes of 90 th AC Meeting for Surveillance Assessment: September 10, 2014 Page 4

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