"RAMA WORLD desh. PHASE # 2" ZODIAC DEALER PRIVATE LIMITED

FORM 1 (Submitted to SEIAA) By "RAMA WORLD desh. PHASE # 2" ZODIAC DEALER PRIVATE LIMITED (Multi-storied Residential complex) Khasra. Nos. 25/1, 26 (P), 27 (P), 32 (P), 33/1, 33/2, 34/1, 35/1, 36/1, 37/1, 34/4, 35/3, 36/3, 37/3, 34/5, 35/4, 36/4, 37/4, 34/6, 35/5, 36/5, 37/5 (P), 34/7, 35/6, 36/6, 37/6 (P), 38/1, 38/2, 38/3, 38/4, 38/5, 38/6, 38/7, 38/8, 39/1, 39/2 (P), 39/3 (P), 64 (P), 65 (P) Parsada village, Bilaspur Tehsil, Bilaspur District, Chhattisgarh Prepared by ISO 9001: 2008 Certified Accredited by 6-3-652 Flat # 7-3 Dhruvatara Apartments Amrutha Estates Erramanjil Somajiguda Hyderabad- 82 E mail: info@pioneerenvirolabs.com www.pioneerenvirolabs.com PEOPLE WHO CARE FOR ENVIRONMENT SAVE ENVIRONMENT

FORM 1 S. No (I) Basic Information APPENDIX I (See paragraph 6) FORM - 1 1 Name of the project "Rama World Phase # 2" (Multi-storied residential complex) 2 S. No. 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. No 6 Category of 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 Residential complex with Built up area of 1,35,612 Sq. m consisting of 3 blocks each with Stilt + 10 upper floors and club house with 1 upper floor No No Plot/Survey / Khasra No. Khasra no.s - 25/1, 26 (P), 27 (P), 32 (P), 33/1, 33/2, 34/1, 35/1, 36/1, 37/1, 34/4, 35/3, 36/3, 37/3, 34/5, 35/4, 36/4, 37/4, 34/6, 35/5, 36/5, 37/5 (P), 34/7, 35/6, 36/6, 37/6 (P), 38/1, 38/2, 38/3, 38/4, 38/5, 38/6, 38/7, 38/8, 39/1, 39/2 (P), 39/3 (P), 64 (P), 65 (P) Village Tehsil / Mandal District State 10 Nearest railway station/airport along with distance in kms. 11 Nearest Town, city, District Headquarters along with distance in kms 12 Village Panchayats,Zilla Parishad, Municipal corporation, Local body(complete postal addresses with telephone no.s to be given) Parsada Bilaspur Bilaspur Chhattisgarh Nearest Railway station: Bilaspur 5 Kms. Nearest Airport Raipur 102 Kms Bilaspur 3 Kms. The project site falls Parsada village panchayat 13 Name of the applicant Zodiac Dealer Private Limited 14 Registered Address Level-6, Constantia, 11, U.N. Brahmachari Road 1

FORM 1 S. No Kolkata 700017. 15. Address for correspondence: Name SANJAY AGARWAL Designation(owner/partner/CEO) DIRECTOR Address Beside Sai Parisar, Srikant Verma Marg, Bilaspur, Chattisgarh Pin code 495001 E-Mail gm@ramaworld.in Telephone No. 9826111100 Fax No. --- Details of Alternative sites No alternate sites are considered 16. examined, if any. Location of these sites should be shown on a topo sheet 17. Interlinked Projects No 18. Whether separate application of No interlinked project has been submitted? 19. If yes, date of submission Not applicable 20. If no, reason Not applicable 21. Whether the proposal involves No 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 Notification,1991? Whether there is any a government No 22. order/policy relevant/relating to the site? 23. Forest land involved(hectares) No 24. Whether there is any litigation pending against the project and/or land in which the project is propose to be set up? (a)name of the court (b)case No. (c) Orders/directions of the court, if any and its relevance with the proposed project. No 2

FORM 1 (II) 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.) S.No. 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/No No Yes Details thereof (with approximate quantities /rates, wherever possible) with source of information data The proposed project site area falls under Residential zone, as per the Bilaspur Development Plan issued by Directorate of Town and Country Planning, Chhattisgarh. Total area of 64,000 Sq.m (15.8 acres) has been acquired for proposed Residential complex. Out of this, 9790 Sq.m of area has been allocated for laying of 24 m wide road. Net area available for residential complex will be 54,210 sq.m The proposed site is more or less with flat without many undulations. Hence there not be any major impact on topography. Sparse vegetation occurs in the site which will be cleared before taking up the construction activity. 1.3 Creation of new land uses? No No other land use other than residential will be created in the proposed site 1.4 Pre-construction investigations e.g. bore houses, soil testing? No Investigations will be carried out for soil and water at the site. 1.5 Construction works? No No construction work will be takenup without obtaining the Prior Environmental clearance from SEIAA and Consent to Establishment from CECB. 1.6 Demolition works? No Not applicable as no demolition works are envisaged 1.7 Temporary sites used for construction works or housing of construction workers? Yes Construction workers will be from local area only. Temporary housing is proposed for construction workers. 1.8 Above ground buildings, structures Yes Most of the structures will be above 3

FORM 1 S.No. Information/Checklist confirmation or earthworks including linear structures, cut and fill or excavations 1.9 Underground works including mining or tunneling? Yes/No No Details thereof (with approximate quantities /rates, wherever possible) with source of information data the ground. However excavations will be involved for foundations. Excess cut will be used for Flooring & internal road laying No Underground works including tunneling will be involved in the proposed activity. 1.10 Reclamation works? No No reclamation works are envisaged in proposed project. 1.11 Dredging? No No dredging activity will be involved. 1.12 Offshore structures? No No offshore structures are envisaged in the proposed project. 1.13 Production and manufacturing processes? 1.14 Facilities for storage of goods or materials? 1.15 Facilities for treatment or disposal of solid waste or liquid effluents? 1.16 Facilities for long term housing of operational workers? 1.17 New road, rail or sea traffic during construction or operation? No Not applicable as proposed project involves construction of Multi storied Residential complex. Yes Raw materials will be stored as per norms. The raw materials like Cement, Sand, Bricks, Steel, Wood, Paint & aggregates will be stored at site only. Cement & Paint will be stored at indoors & remaining will be at outdoors. Yes Wastewater generated during the operation of the Residential complex will be treated in sewage treatment plant. Treated wastewater will be utilized for non-potable purposes like Toilet flushing & Greenbelt development. Treatment and disposal of wastewater & solid waste will be in accordance with the CPCB/CECB norms. No No permanent housing will be provided for the construction workers. Yes There will be a slight increase in traffic volume during construction and operation of the proposed Residential complex. The proposed Residential complex 4

FORM 1 S.No. Information/Checklist confirmation 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? 1.20 New or diverted transmission lines or pipelines? Yes/No Yes No Details thereof (with approximate quantities /rates, wherever possible) with source of information data site is well connected road leading to Raipur from Bilaspur. Hence there will not be any adverse impact on road traffic / rail traffic / sea traffic due to the proposed Residential complex. A new 24 m wide road is proposed which will be passing through the site. No closure or diversion of existing transport routes is envisaged. No Water required for the proposed Residential complex will be sourced from ground water. No No culverting, realignment are envisaged. There will not be any changes to the hydrology of watercourses or aquifers. 1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers? 1.22 Stream crossings? No No stream crossing is involved 1.23 Abstraction or transfers of water Yes form ground or surface waters? 1.24 Changes in water bodies or the land surface affecting drainage or runoff? 1.25 Transport of personnel or materials for construction, operation or decommissioning? Water required for the proposed project will be sourced from ground water No No changes in water bodies, drainage and land surface are anticipated as the site is more or less flat without many undulations. Separate storm water drains will be provided. Yes There will be a slight increase in traffic volume during construction and operation of the proposed Residential complex. The proposed Residential complex site is well connected road leading to Raipur from Bilaspur. The existing road can handle this additional increase in vehicular traffic. Hence there will not be any adverse 5

FORM 1 S.No. Information/Checklist confirmation 1.26 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 the area either temporarily or permanently? Yes/No No No No Details thereof (with approximate quantities /rates, wherever possible) with source of information data impact on road traffic / rail traffic / sea traffic due to the proposed Residential complex. No such works are envisaged No such works are envisaged Temporary labour required for the construction activity will be met from the local places. 1.29 Introduction of alien species? No No such activity is envisaged 1.30 Loss of native species or genetic diversity? No As a part of greenbelt/greenery development plan native species that are suitable to that soil condition will be developed. 1.31 Any other actions? No Nil 2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply) S.No. Information/checklist confirmation 2.1 Land especially undeveloped or agricultural land (ha) 2.2 Water (expected source & competing users) unit: KLD Yes/No Yes Yes Details thereof (with approximate quantities /rates, wherever possible) with source of information data The proposed project site area falls under Residential zone, as per the Bilaspur Development Plan issued by Directorate of Town and Country Planning, Chhattisgarh. Total area of 64,000 Sq.m (15.8 acres) has been acquired for development of Residential complex. Out of this, 9790 Sq.m of area has been allocated for laying of 24 m wide road. Water required for the proposed project will be sourced through Ground water resources during operation & construction of the Project. Total water demand is about 7 KLD during Construction of 6

FORM 1 complex & 429 KLD during operation of the complex after recycling. 2.3 Minerals (MT) Yes Sand 5,50,00 Cum 2.4 Construction material stone, aggregates, sand / soil (expected source MT) Yes All construction materials such as Ready mix Concrete, Cement, Sand, Aggregate, Aerated Auto clave, Concrete Brick (nos.), Reinforcement Steel, Wood material, Painting material, Flooring Material, Sanitary Material, Electrical Material, Plumbing material are available locally. 2.5 Forests and timber (source MT) No Wood material required for Windows & Doors of Imported Quality will be procured locally. 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 No The total energy requirement for the proposed project is 3600 kva (Maximum peak demand). It will be taken from CSEB. DG sets of 500 kva and 625 kva will be provided for emergency Backup Power Supply. Not applicable 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 S.No. 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/No Yes No No Details thereof (with approximate quantities/rates, wherever possible) with source of information data The hazardous wastes like empty containers of paints, petroleum products, thinners, adhesives will be given to authorized recyclers. All the hazardous materials will be stored as per HWM rules. Not Applicable Not Applicable as the proposed Residential complex will create direct / indirect employment opportunities in the area and 7

FORM 1 3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc., No thereby contributing in the improvement of socio-economic status of people in the area. Land prices will increase substantially. Approach roads to the complex is already paved Speed of the vehicle will be reduced Greenbelt will be developed By following the above the dust generation will be minimized. The Solid waste in the form of garbage will be segregated at each section distinguishing Recyclable & Non- recyclable garbage and will be taken away by Municipal Corporation. Wastewater generated from the complex will be treated in sewage treatment plant and treated waste water will be utilized for non-potable purposes like flushing and Green belt development plan Hence there will not be any adverse impact on vulnerable groups. 3.5 Any other causes No Not Applicable 4. Production of solid wastes during construction or operation or decommissioning (MT/month) S.No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data 4.1 Spoil, overburden or mine wastes Yes The dug soil during excavation will be used for filling of low lying areas. 4.2 Municipal waste (domestic and or Residential wastes) Yes Municipal solid waste generated during construction phase of the project will be given to the Municipal Corporation. The Solid waste generated during operation phase will be mainly in the 8

FORM 1 S.No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data form of garbage, paper waste, plastic waste and e-waste from the individual homes. 4.3 Hazardous wastes (as per Hazardous Waste Management Rules) Yes The garbage will be segregated at each section distinguishing Recyclable & Non- recyclable garbage and will be taken away by Municipal Corporation. Used batteries & Waste oil will be given to CECB approved vendors 4.4 Other industrial process wastes No Not Applicable as there will not be any industrial operations in the Complex 4.5 Surplus product Yes Surplus raw materials after construction will be given to the suppliers. 4.6 Sewage sludge or other sludge from effluent treatment Yes Sewage sludge generated will be stored in HDPE bags and will be used as manure. 4.7 Construction or demolition wastes Yes At the time of construction of the proposed project, there will be some recyclable material like Steel, metal, Plastic material, Wood etc., will be sent to reuse / recycle and other wastes like Bricks, cement waste will be used for leveling. The disturbed slopes will be well stabilized before the onset of the monsoon. 4.8 Redundant machinery or equipment No No redundant machinery will be kept in the premises after construction of the Residential complex. 4.9 Contaminated soils or other materials No During the construction phase of the Project, all precautionary measures will be taken to prevent the spillage of oil, paints on to the ground to prevent the contamination of soil. 9

FORM 1 S.No. Information/Checklist confirmation Yes/No 4.10 Agricultural wastes No Not applicable Details thereof (with approximate quantities/rates, wherever possible) with source of information data 4.11 Other solid wastes Yes E-waste generated will be given Authorized recyclers approved by CECB. 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr) S.No. 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 Yes/No Yes No No Details thereof (with approximate quantities/rates, wherever possible) with source of information data During the operation phase of the Residential complex, emissions will be mainly PM, NOx, NMHC & CO due to vehicular traffic and from D.G. sets provided for Backup power supply. All the internal roads will be paved. Hence the dust emissions due to the vehicles will be very low Good greenbelt will be developed in the complex premises which will further help in mitigating the emission levels. Stack of adequate height will be provided to the DG set for effective dispersion of gases into the atmosphere. Hence there will not be any much impact on surrounding environment due to the proposed Residential complex. Not applicable. Not applicable as there will not be any storage or transportation of raw materials 5.4 Emissions from construction Yes During construction phase, there will 10

FORM 1 S.No. Information/Checklist confirmation activities including plant and equipment 5.5 Dust or odours from handling of materials including construction materials, sewage and waste 5.6 Emissions from incineration of waste 5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris) Yes/No Yes No No 5.8 Emissions from any other sources No Nil Details thereof (with approximate quantities/rates, wherever possible) with source of information data be dust emissions during raw material handling and transportation of raw materials. To mitigate the dust emissions Raw materials will be brought to the site through covered trucks / Trolleys. Minimum water spraying will be done to mitigate the dust emanation All the materials will be properly covered to prevent the dust emissions during high winds Hence there will not be any significant dust emissions due to raw material storage & transportation during construction phase of the project. Adequate precautionary measures will be taken up to control the Odour from the Construction materials like Paint material & Sewage. Not applicable All such wastes will be disposed along with Municipal Solid Waste. 6.0 Generation of Noise and Vibration, and Emissions of Light and Heat: S.No. Information/Checklist confirmation 6.1 From operation of equipment e.g. engines, ventilation plant, crushers Yes/No Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data Main source of Noise generation will be DG sets and Motor pumps for supply of water. The D.G. Sets & Motor pumps manufactured in accordance with the noise level standards stipulated 11

FORM 1 S.No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data with source of information data by MOEF vide notification dated 14-02-2000, only will be used in the Complex. Hence there will not be much increase in Noise levels in the surrounding areas. 6.2 From industrial or similar processes Yes The sources of noise generation in the proposed project will be DG set. DG sets manufactured as per OSHA / MOEF guidelines will be procured. Ambient noise levels will be in accordance with MOEF notification dated 14-02-2000 i.e. noise levels will be <55 dba during daytime and < 45 dba during night time. 6.3 From construction or demolition Yes Construction equipment will cause some noise. Ear plugs will be provided to construction workers who work near the noise generating equipment. 6.4 From blasting or piling No No such operations are involved. 6.5 From construction or operational traffic Yes There will be slight increase in traffic noise during construction and operation of the proposed Residential complex. Speed of the vehicles will be reduced Greenbelt will be developed By following above control measures noise levels will be minimized. 6.6 From lighting or cooling systems No Not applicable 6.7 From any other sources No Not applicable 12

FORM 1 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: S.No. 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 of discharge) 7.3 By deposition of pollutants emitted to air into the land or into water Details thereof (with approximate Yes/No quantities/rates, wherever possible) with source of information data Yes Good housekeeping practices will be followed to prevent any spillage of hazardous materials. No Wastewater generated during the operation of the Residential complex will be treated in sewage treatment plant and treated wastewater will be utilized for non-potable purposes like Toilet flushing & Gardening No During construction phase, there will be dust emissions during raw material handling and transportation of raw materials. To mitigate the dust emissions Raw materials will be brought to the site through covered trucks / Trolleys. Minimum water spraying will be done to mitigate the dust emanation All the materials will be properly covered to prevent the dust emissions during high winds Dust curtains will be provided around the project site. Hence there will not be any significant dust emissions due to raw material storage & transportation during construction phase of the project. During the operation phase of the Residential complex, emissions will be mainly PM, CO, HC and NOx due to vehicular traffic and from D.G. sets provided for Backup power supply. All internal roads will be paved. Hence the dust emissions due to the vehicles will be very low Good greenbelt will be developed 13

FORM 1 in the complex premises which will further help in mitigating the emission levels. Stack of adequate height will be provided to the DG set for effective dispersion of gases into the atmosphere. Hence there will not be any much impact on surrounding environment due to the proposed Residential complex. 7.4 From any other sources No Not applicable 7.5 Is there a risk of long term build up of pollutants in the environment from these sources? No Not applicable 8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment S.No. Information/Checklist confirmation 8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances Yes/No Yes Details thereof (with approximate quantities/rates, wherever possible) with source of information data Good housekeeping practices will be followed during Construction and Operation phase of the Residential complex. All precautionary measures will be taken to prevent the spillage of oil, paint etc. D.G sets will be operated only during power failure. Hence storage of Diesel will be very low. Hence the occurrence of explosion due to the storage of Diesel will be low. All the rules and regulations as per the Fire & Safety Department, Chhattisgarh will be followed strictly to prevent the Fire accidents in the complex 8.2 From any other causes Yes Earthquakes & Natural disasters 8.3 Could the project be affected by No Not applicable natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc)? 14

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 S. No. Information/Checklist confirmation 9.1 Lead to development of supporting utilities, 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.) housing development extractive industries supply industries 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/No No No Yes No Details thereof (with approximate quantities/rates, wherever possible) with source of information data No such activities are envisaged Not applicable With the improvement in the socioeconomic status of the people in the area, later developments are expected. Not applicable 15

FORM 1 (III) Environmental Sensitivity S.No. Areas 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 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 4 Inland, coastal, marine or underground waters Name/ Identity Aerial distance (within 15 km.) Proposed project location boundary Nil Nil within 15 Km Arpa nadi Gokena nadi radius 5 Kms 1.7 Kms Nil Nil within 15 Km Underground water radius Within the Project site 5 State, National boundaries Nil Nil within 15 Km radius 6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas NH # 200 SH # 7 Railway line 5 Kms 4.5 Kms 1.7 Kms 7 Defence installations Nil Nil within 15 Km radius 8 Densely populated or built-up area Bilaspur 3 Kms 9 Areas occupied by sensitive man-made Many schools & Within 15 Km radius land uses (hospitals, schools, places of hospitals worship, community facilities 10 Areas containing important, high quality Arpa nadi 5 Kms or scarce resources Gokena nadi 1.7 Kms (ground water resources, surface 16

FORM 1 (III) Environmental Sensitivity S.No. Areas resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded) 12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions) Name/ Identity Aerial distance (within 15 km.) Proposed project location boundary Nil Nil within 15 Km radius Nil Nil within 15 Km radius 17

FORM 1 (IV). PROPOSED TERMS OF REFERENCE FOR EIA STUDIES As the proposed project is a construction project with built up area is below 1,50,000 Sq.m., no terms of reference for EIA studies is proposed. However we are here with enclosing Conceptual Management Plan for your kind reference. The Conceptual Management Plan consists the following Air emission management Effluent treatment & disposal Solid waste generation, storage & disposal Greenbelt development plan Rain water harvesting I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project may be rejected and clearance given, if any to the project will be revoked at our risk and cost. Date: 02-11-2015 Place: Raipur 18

FORM - 1A (Submitted to SEIAA) BY "RAMA WORLD desh. PHASE # 2" ZODIAC DEALER PRIVATE LIMITED (Multi-storied Residential complex) Khasra. Nos. 25/1, 26 (P), 27 (P), 32 (P), 33/1, 33/2, 34/1, 35/1, 36/1, 37/1, 34/4, 35/3, 36/3, 37/3, 34/5, 35/4, 36/4, 37/4, 34/6, 35/5, 36/5, 37/5 (P), 34/7, 35/6, 36/6, 37/6 (P), 38/1, 38/2, 38/3, 38/4, 38/5, 38/6, 38/7, 38/8, 39/1, 39/2 (P), 39/3 (P), 64 (P), 65 (P) Parsada village, Bilaspur Tehsil, Bilaspur District, Chhattisgarh Prepared by ISO 9001: 2008 Certified Accredited by 6-3-652 Flat # 7-3 Dhruvatara Apartments Amrutha Estates Erramanjil Somajiguda Hyderabad- 82 E mail: info@pioneerenvirolabs.com www.pioneerenvirolabs.com PEOPLE WHO CARE FOR ENVIRONMENT SAVE ENVIRONMENT

FORM 1A FORM-1 A 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 falls under Residential zone, as per the Bilaspur Development Plan issued by Directorate of Town and Country Planning, Chhattisgarh. The Topographical map showing the location of the project site is enclosed as ANNEXURE- I The site surrounding features map is enclosed as ANNEXURE - II Approved layout plan along with letter is enclosed as ANNEXURE- III 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 following table describes the major project requirements S.No Details Description i. Total Site Area Total: 15.8 acres (64,000 Sq.m) Area allocated for 24 m wide road 9,790 Sq.m Net area available for Residential complex 54,210 Sq. m ii. Khasra nos. Khasra no.s - 25/1, 26 (P), 27 (P), 32 (P), 33/1, 33/2, 34/1, 35/1, 36/1, 37/1, 34/4, 35/3, 36/3, 37/3, 34/5, 35/4, 36/4, 37/4, 34/6, 35/5, 36/5, 37/5 (P), 34/7, 35/6, 36/6, 37/6 (P), 38/1, 38/2, 38/3, 38/4, 38/5, 38/6, 38/7, 38/8, 39/1, 39/2 (P), 39/3 (P), 64 [1]

FORM 1A S.No Details Description (P), 65 (P) iii. Expected project cost Rs. 58.5 Crores iv. Total built-up area Residential complex with Built up area of 1,35,612 v. Ground coverage 21.37% Sq. m consisting of 3 blocks each with Stilt + 10 upper floors and club house with one upper floor vi. Water Requirement Water required for the proposed project will be sourced through Ground water resources during operation & construction of the Project. Total water demand is about 7 KLD during Construction of complex & 429 KLD during operation of the complex after recycling. vii. Power requirement 3600 KvA (Maximum peak demand) viii. Solid waste generation During operational phase: Municipal solid waste : 2.4 MT/day ix. Connectivity The proposed Residential complex site is well connected by Road road leading to Raipur from Bilaspur. x. Additional facilities DG Sets Sewage Treatment Plant Club house xi. Back up supply 2 nos. of DG sets of capacities 500 kva and 625 kva xii. Parking facilities 43,382.00 m 2 (included in built-up area) [2]

FORM 1A TABLE 1.1 BUILT-UP AREA STATEMENT Floor Block A Block-B Block-C Club house Total First floor 3,329.76 2,496.00 3,366.00 312.40 9,504.16 Second floor 3,329.76 2,496.00 3,366.00 9,191.76 Third floor 3,329.76 2,496.00 3,366.00 9,191.76 Fourth floor 3,329.76 2,496.00 3,366.00 9,191.76 Fifth floor 3,329.76 2,496.00 3,366.00 9,191.76 Sixth floor 3,329.76 2,496.00 3,366.00 9,191.76 Seventh floor 3,329.76 2,496.00 3,366.00 9,191.76 Eighth floor 3,329.76 2,496.00 3,366.00 9,191.76 Ninth floor 3,329.76 2,496.00 3,366.00 9,191.76 Tenth floor 3,329.76 2,496.00 3,366.00 9,191.76 Parking 33297.60 24960.00 33660.00 312.40 92,230.00 Stilt 18,140.00 open 9,000.00 podium 16,242.00 43,382.00 Net total (floor area + parking area) 1,35,612.00 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 proposed project site falls under Residential zone Bilaspur Development Plan issued by Directorate of Town and Country Planning, Chhattisgarh. Hence there will not be any impact on the existing facilities [3]

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). Soil type: Black soil Slope analysis: The topography within the project site is more or less flat without many undulations Seismicity of the Project site: The proposed project site falls in Zone - II. As per the Bureau of Indian Standards IS 1893: 2002, Zone - II is least active area. 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). There will be no alteration of the natural drainage systems due to the proposed residential complex project. However the runoff water will not affect the surrounding areas as it will be recharged into the ground. 1.6. What are the quantities of earthwork involved in the construction activitycutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.) Quantities of earthwork involving cutting, filling etc operations are approximately 3,25,000 cum. The excavation will be stacked properly at site. Part of the excavated soil will be used for backfilling, greenery and landscaping and balance quantity will be either dumped into dump yards or it will be land filled in the low lying areas. 1.7. Give details regarding water supply, waste handling etc during the construction period. Bore wells will be the main source of water supply during construction phase. The estimated water requirement during construction phase would be 7 KLD. Domestic solid waste generated during the construction phase is expected to be very low, as mainly local laborers will be employed. Construction debris will be collected and suitably used on site as per construction waste management plan. [4]

FORM 1A Impact will be negligible, as constructional wastes generated will be reused for construction activities. Waste handling during the construction phase will be done by the site contractor whose responsibility lies with collection, storage and disposal of construction waste to the nearest disposal site. We will also ensure and regularly monitor the disposal of solid waste to nearest municipal solid dump bins. 1.8. Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity). No. The proposed project will not involve any alteration of low lying areas and wetlands. 1.9. Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labour and the means of disposal). No health hazards are expected due to the waste generated during the construction phase. There will be some demolition work involved. Demolition wastes will be recycled in the construction of complex. Construction debris will be collected and suitably used on site as per construction waste management plan. Impact will be negligible, as constructional wastes generated will be reused for construction activities. Waste handling during the construction phase will be done by the site contractor whose responsibility lies with collection, storage and disposal of construction waste to the nearest disposal site. We will also ensure and regularly monitor the disposal solid waste to nearest municipal solid dump bins. [5]

FORM 1A 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. Water Requirement for Domestic and flushing: Description No. of Persons LPCD Water Requirement, KLD Domestic Flushing Total Domestic Flushing Total Residents 4,400 (No. of units : 880 No. of persons per unit : 5) 95 40 135 418.0 176.0 594.0 Visitors 880 10 5 15 8.8 4.4 13.2 Employees for Maintenance 13 32 45 1.4 3.5 5.0 110 (each tower 5 nos.) Water Requirement for Landscaping: Landscaping Area: 6,945 m 2 Water required per m 2 of landscaping area: 9 Ltrs / day Total Water required for landscaping: 62.5 KLD (say 63 KLD) Total 428.2 183.9 612.2 Break-up of Water Requirement (in KLD) Requirement Quantity, KLD Source Domestic 429 Ground water Flushing 184 Treated wastewater Landscaping 63 Treated wastewater Washing 35 Treated wastewater Total Water Demand 711 [6]

FORM 1A WATER BALANCE Input in KLD Output in KLD Fresh water 429 Treated wastewater will be reused for flushing purposes 184 Recycled 282 Treated wastewater will be reused for water greenbelt development. 63 Washing 35 consumption loss 184 Evaporation / Losses 147 Wastewater disposed to Sewerage lines 98 TOTAL 711 TOTAL 711 2.2. What is the capacity (dependable flow or yield) of the proposed source of water? The water required for the proposed project during the construction & operation phase of the project will be met from Ground water sources. 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) Water required for the Residential complex will met from ground water resources. 2.4. How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage) The total treated water reused will be about 39.6 % of the total water requirement, which will be utilized for non-potable purposes like flushing and greenbelt development The total Water Requirement - 711 KLD Total Wastewater generated - 527 KLD Treated waste water from STP - 380 KLD The Treated wastewater reused - 282 KLD The net water requirement after reuse - 429 KLD [7]

FORM 1A 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) Not Applicable 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) The total waste water generation from the proposed Residential complex will be 527 KLD. The waste water generated will be treated in Sewage Treatment Plant and will be utilized for non-potable purposes like flushing and Greenbelt development. The following will be the characteristics of Untreated Wastewater Constituent Unit Range ph --- 6.5-7.5 Total Suspended solids mg/l 150-200 BOD 5 mg/l 250-400 COD mg/l 450-600 Total Nitrogen mg/l 15-90 Alkalinity mg/l 50-200 Grease mg/l 5-10 Total Coliform colonies/100 ml 10 6-10 8 2.7. Give details of the water requirements met from water harvesting? Furnish details of the facilities created. Rain Water from the various roofs will be drained through rain water vertical down take upvc pipes. These vertical down take pipes will be located at suitable locations inside the shafts or embedded inside the wall. All the terraces will be sloped in a slope of 1:100 sloping towards down vertical pipes. Rain Water khurras will be of suitable size with MS/CI grating provided at roof with each rain water vertical down take. Rain Water vertical down take of upvc pipe will be left 75mm above the finished ground level with elbow spouts. Under these spouts there will be a storm water catch basin so the rainwater from the roofs will be discharged directly into the catch basin to avoid the flooding into the surrounding areas. These catch basins will also be used for drainage of the open surface surrounding the catch basin. There will be a [8]

FORM 1A catch basin along the roadside to take care of the roadside storm water drainage. These catch basins will be connected to the main storm water drainage system, which may be divided into two or three parts to reduce the depth of the manhole as to suite the site conditions. The discharge from these main drains will be discharged in to rain water-harvesting pits. These pits will be located at different location to suite site conditions. The overflow from these pits will be collected into an overflow sump. There will be a provision of submersible pump in sump pit the overflow water from these pit pump out side or can be discharged directly into existing storm water drain by gravity. Type Area in sq.m Coefficient factor Avg. rainfall (m) Total recharge Roof / building / shed 11,687 0.9 1.205 12,674.55 Road + other paved area 35,578 0.75 1.205 32,153.62 Green area 6,945 0.2 1.205 1,673.745 46,501.914 Harvested Rainwater Rain water harvesting structures will be constructed to harvest the run-off water from roof tops by laying a separate storm water drainage system for recharging of ground water. Ground rainwater harvesting system: Artificial recharge or ground water rainwater harvesting is a process by which the rain water from paved areas will be collected through a storm water network. And will be connected to Rainwater harvesting pit. Rooftop rainwater harvesting system: In rooftop harvesting, the roof becomes the catchments, and the rainwater will be collected from the roof of the each building. Rainwater from roof or terrace will transported using PVC gutters. Rainwater harvesting pits collect all the rainwater. So that groundwater table will be recharged and utilized for future use. [9]

FORM 1A 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? The proposed project will include paved areas and thus the runoff from the area is expected to increase due to reduced infiltration. The quality of the run off is expected to improve. However, the increased runoff will not cause flooding or water logging because a well-designed storm water network will be provided. The runoff will be finally discharged into the rainwater harvesting structures and will be used to recharge the aquifers. 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) Permission from competent authority will be obtained before drawing water from ground. Hence there will not be much impact on the ground water table. However rainwater harvesting scheme proposed will enhance the groundwater level within the area. 2.10. What precautions/measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts) Adequate control measures will be adopted to check the surface run-off, as well as uncontrolled flow of water into any water body: The following management measures will be adopted to protect the water quality during the construction phase. Storm water drains Care will be taken to avoid soil erosion during construction period Any area with loose debris within the site will be planted. To prevent surface and ground water contamination by oil/grease, leak proof containers would be used for storage and transportation of oil/grease. The floors of oil/grease handling area would be kept effectively impervious. [10]

FORM 1A Collection and settling of storm water, prohibition of equipment wash downs, and prevention of soil loss and Hazardous wastes from the construction site will be adhered to minimize water pollution. All stacking and loading areas would be provided with proper garland drains equipped with baffles to prevent run off from the site. 2.11. 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) The storm water produced on site will be harvested for ground water recharge, thus proper management of this resource is a must to ensure that it is free of contamination. Storm Water Management Plan will include the following: Clarifiers or oil/water separators will be installed in all the parking areas. Oil / water separators installed for parking areas and garages will be sized according to peak flow guidelines. Regular inspection and cleaning of storm drains. Conducting routine inspections to ensure cleanliness. Provision of slit traps in storm water drains. Good housekeeping in the above areas 2.12. Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation) During the construction phase, maximum number of labourers will be from local areas, however temporary sanitary facilities like septic tank followed by soak pit will be provided for sanitary waste disposal. [11]

FORM 1A 2.13. 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 & facilities for recycling and disposal) Wastewater generated from the complex will be treated in sewage treatment plant. And total treated wastewater will be utilized for non-potable purposes like Toilet flushing & Greenbelt development We proposed to adopt MBBR (Moving Bed Bio Reactor) technology for treating sanitary waste water. 2.14. Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use. During the construction of the Residential complex, Dual Plumbing system will be done. In this separate water tanks will be provided for storing the treated wastewater & another is general. Separate pipeline system will be provided to treated wastewater tank to pump the water for toilet flushing & Greenbelt development. There by net water withdrawal will be reduced. 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. The proposed project site falls under Residential zone as per Bilaspur Development Plan issued by Directorate of Town and Country Planning, Chhattisgarh. Sparse vegetation exists within the project site. There are no reserved forests / Eco sensitive zones with in the 10 Km. radius of the site. The proposed site is located in residential activity area. However the local ecosystem will not be disturbed. Hence there will not be any threat / impact on local eco-system. 3.2. Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) There will be clearance of vegetation before commencement of construction activity as sparse vegetation exists within the site. [12]

FORM 1A However the proposed greenbelt development will improve the aesthetics of the proposed site area. 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) In the proposed project a greenbelt of 6945 m 2 i.e. approximately 12.82 % of the total site area will be developed. 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. Not Applicable as there will not be any displacement of fauna- both terrestrial and aquatic or creation of barriers for their movement is envisaged. 4.2. Any direct or indirect impacts on the avifauna of the area? Provide details. The proposed project will not have any impact on the avifauna. Instead, landscaping of the proposed project will benefit the avifauna. 4.3. Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna Not applicable [13]

FORM 1A 5. AIR ENVIRONMENT 5.1. Will the project increase atmospheric concentration of gases & 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) The proposed project will not create any heat island. There will not be any increase in atmospheric concentration of gases is envisaged. A well spread-out and sufficient open spaces and gardens/ plantations have been planned. 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. The potential sources of air emission during the construction phase of project are the following: Dust from earth works (during site preparation); Emissions from the operation of construction equipment and machines; Fugitive emissions from vehicles plying to and from site; Fugitive emissions during the unloading of cement bags, sand etc; Air emissions other than dust arise from combustion of hydrocarbons. During construction stage, the excavation of foundations, unloading of cement bags and mixing of cement with other building materials, fugitive dust emissions will be emitted at construction site. Most of the emissions will be in the form of coarse particulate matter and will settle down in close vicinity of construction site. During construction dust curtains will be provided to reduce the impact on surrounding areas. Hence, no significant impact is envisaged during the construction phase. Only source of air emission during operational stage will be vehicular emission and emissions from the DG sets which will be operated only during shortage of power supply. Good maintenance of roads, Adequate parking facilities, traffic management, and tree plantation will help in mitigating the dust emissions. D.G. sets will be operated only as a backup power supply. Hence there will not be much impact due to the Dust & smoke generated from the proposed project. [14]

FORM 1A 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. As per NBC norm of one car space per every 100 Sq.m has to be provided. As total floor area is 92,230 Sq.m, car space for 923 cars has to be provided. In the proposed project, we proposed to provide car space for 1505 cars which is well above the parking norm stipulated by NBC, 2005. Hence there will not be shortage of parking space for vehicles. Entry & exit points will be designed in such a way that it will not disturb the existing traffic. 5.4. Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. Systematic circulation of internal traffic has been designed for the Residential complex 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. There will be slight increase in traffic noise due to the proposed project. Greenbelt proposed to be developed in the complex premises will aid in mitigating the noise levels. 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. DG sets will be provided with acoustic enclosure, which would restrict the noise level to 75 db(a) at a distance of 10 m from the acoustic enclosure. The DG sets would be mounted on the anti-vibration pads to restrict the vibration. Hence there will not be any impact on Noise environment due to the proposed Residential complex. [15]

FORM 1A 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 proposed residential complex will not result in the obstruction of a view, scenic amenity, or landscapes. 6.2. Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? The proposed project will be taken up in the residential activity area. Hence there will not be any impact on existing structures due to the proposed project. 6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. Proposed residential complex will be designed and constructed as per the rules and regulations of Directorate of Town & Country Planning, Chhattisgarh. 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. No anthropological or archaeological sites are located in the immediate vicinity of the site is located that may get affected due to the proposed development. 7. SOCIO-ECONOMIC ASPECTS 7.1. Will the proposal result in any changes to the demographic structure of local population? Provide the details. During construction phase, majority of the labour will be from local areas and only, minimal skilled workers would be from outside, which is anticipated to be very small and will not alter the existing demographic profile of the area. During operation phase, mostly local people or people from the surrounding areas will be employed. Hence the demography of the area will not get affected significantly. [16]

FORM 1A 7.2. Give details of the existing social infrastructure around the proposed project. The site of the proposed residential complex is located in residential activity area The proposed Residential complex site is well connected by road leading to Raipur from Bilaspur Good transportation, postal and telecom facilities are available in the area School and college facilities are available. Railway facility is available at Bilaspur Health facilities are also well available in the area. 7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? The proposed project will not cause any adverse effect on the local communities and or disturbance to sacred sites or other cultural values. 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) Fly ash-based lightweight aerated concrete blocks will be utilized for walls. Pre-cast / aerated cellular concrete roofing slabs will be utilized. They have high rating to fire resistance and provide better insulation The roof will have above-deck 75mm extruded polystyrene insulation Double paned windows with blinds are ideal for all seasons. 8.2. Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? All the raw materials will be sourced from local areas. The major raw materials will be transported by covered trucks. Dust curtains will be provided all around the construction site to control the dust emissions on surrounding areas. The [17]

FORM 1A construction materials will be transported at night times to avoid inconvenience to the public. No construction activity will be taken up during night times. 8.3. Are recycled materials used in roads and structures? State the extent of savings achieved? The waste generated during excavations will be used in flooring & laying of internal roads and developing landscapes in the site area. 8.4. Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. Three-bin system will be provided for segregation at household level. Adequate provision will be made for storage of solid waste. Three colours of wheeled bins: - dark grey for non-recyclable waste, green for kitchen food/ compostable garden waste and blue for paper In addition, boxes will be provided for the collection of other recyclable materials; a green box will used for paper and a black box will be used for cans and plastic collections. 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? The maximum power requirement: 3600 KvA Source of power supply: CSEB Backup source: 2 nos. of DGs of capacities 500 kva & 625 kva will be installed Solar energy will be utilized for illumination of common areas, lighting for gardens and street lighting. 9.2. What type of, and capacity of, power back-up to you plan to provide? Back-up power will be provided by 2 nos. of DG sets of capacities 500 kva & 625 kva will be installed. [18]

FORM 1A 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? Efforts will be made for minimum use of glasses. The glass will be double glazed and spectrally selective, allowing adequate daylight while cutting out the heat and solar radiation. The properties of the proposed glass to be used are: U-Value< 3.0 watts/mk SHGC<0.23 VLT>28% 9.4. What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Passive solar design refers to the use of the sun's energy for the heating and cooling of living spaces. The following passive solar architectural features will be used in the building: Shading of glass and facade to prevent heat gain Heavy thermal mass and insulation in the envelope 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. Solar lighting systems will be provided for the street lighting purpose Occupants will be encouraged to install solar hot water systems 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? Yes. Shading will be effectively used to reduce cooling loads. Roof insulation is proposed. [19]

FORM 1A 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. The proposed residential complex will be designed and constructed keeping in view of all the rules and regulations of Directorate of Town & Country Planning, Chhattisgarh. Efficient space has been provided between the units during the designing of the complex in order to get efficient ventilation. 9.8. What are the likely effects of the building activity in altering the microclimates? Provide a self assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects? There will not be any impact on microclimate of the area. In the proposed project major pollutants will be from D.G. Set and movement of vehicles. 1. As the D.G. set will be operated as Back-up power supply. Hence the impact due to the D.G. set will be minimal. 2. Traffic calming is a good measure to reduce the vehicular speed and reducing the noise and air pollution 3. The tools of traffic calming are Installation of speed humps by raising the surface of the street in certain spots. Narrowing the street to give drivers the feeling they are in a crowded place, which will make them slow down and totally or partially blocking half the entrance to a side street so drivers cannot turn in but still can come out. Speed tables, build outs, etc. 4. The entry and exit points should be designed in such a way that These should not disturb the existing traffic. There should be adequate provision for parking. Visitors parking will not disturb the traffic of surrounding area. [20]

FORM 1A Additional space will be left for the lanes as per the design of existing road, surrounding the site. Bell mouth or arrangement will be adapted for the safe vehicular movement. 5. Adequate parking arrangements will be provided 6. Moreover proposed greenbelt in the complex will help to minimize the impacts on micro climate. 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. To maintain thermal comfort and minimize internal cooling / heating loads, the building envelope needs to regulate and optimize heat transfer through roof, walls, windows, doors, and other openings. Effective insulation of roof and walls, appropriate selection of glazing and framing for windows, and suitable shading strategy will be used in designing. 9.10. What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. The following are the precautions & safety measures proposed: Automatic fire detection and alarm systems (smoke detectors) will be installed on all floors to alarm the occupants about the impending danger ahead of time and they will be able to evacuate the building without any mishap. The maintenance team will ensure that all alarms are free of dust by regularly vacuuming over and around them. They should replace the batteries in smoke alarms regularly. Proper exit signs will be installed as these will help the occupants to act quickly in case of a fire. Smoke exhaust systems will be installed on every floor as they help in minimizing the accumulation of smoke in case of fire, which could be quite dangerous and life threatening. Hazardous materials will be stored very carefully as they are most likely to catch fire within the building [21]

FORM 1A Flammable materials will be monitored within the building. Fire drills will be conducted throughout the year. Once this is done in a regular manner there will not be any affect during an emergency. The housing society management will conduct fire safety education programs for children during the weekends. 9.11. If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics. Where ever glass is used in the elevation, it will be double glazed insulated low emission glass. U-value of low emissivity double glazed unit is 1.8 Watts/m 2. This reduces the transmission of heat and inturn reduces the load on air condition systems 9.12. What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration. Some of the means employed to control infiltration include use of vestibules or revolving doors, use of air curtains, building pressurization and sealing of windows and doors. Infiltration is specified in terms of number of the Air changes per hour (ACH) values and are related to the outside wind velocity and the temperature difference between the indoor and outdoors. 9.13. To what extent the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. In the proposed residential complex Common areas like internal roads, gardens etc will be illuminated with Solar power LED Possibilities will be explored for illuminating common building areas with Solar power LED's [22]

CONCEPTUAL PLAN "RAMA WORLD PHASE # 2" ZODIAC DEALER PRIVATE LIMITED (Multi-storied Residential complex) Khasra. Nos. 25/1, 26 (P), 27 (P), 32 (P), 33/1, 33/2, 34/1, 35/1, 36/1, 37/1, 34/4, 35/3, 36/3, 37/3, 34/5, 35/4, 36/4, 37/4, 34/6, 35/5, 36/5, 37/5 (P), 34/7, 35/6, 36/6, 37/6 (P), 38/1, 38/2, 38/3, 38/4, 38/5, 38/6, 38/7, 38/8, 39/1, 39/2 (P), 39/3 (P), 64 (P), 65 (P) Parsada village, Bilaspur Tehsil, Bilaspur District, Chhattisgarh Prepared by ISO 9001: 2008 Certified Accredited by 6-3-652 Flat # 7-3 Dhruvatara Apartments Amrutha Estates Erramanjil Somajiguda Hyderabad- 82 E mail: info@pioneerenvirolabs.com www.pioneerenvirolabs.com PEOPLE WHO CARE FOR ENVIRONMENT SAVE ENVIRONMENT

INDEX S.No Content Pg. No. 1.0 INTRODUCTION 1 1.1 DETAILS ABOUT THE PROJECT SITE 1 2.0 DETAILS OF THE PROJECT 3 2.1 RAW MATERIALS 4 2.2 WATER REQUIREMENT 5 2.3 WASTE WATER GENERATION 6 2.4 WATER BALANCE 7 2.5 CONSTRUCTION OF RESIDENTIAL COMPLEX 7 3.0 ENVIRONMENTAL MANAGEMENT PLAN DURING 8 CONSTRUCTION PHASE 3.1 SITE PREPARATION 8 3.2 AIR ENVIRONMENT 8 3.3 WATER ENVIRONMENT 9 3.4 NOISE ENVIRONMENT 9 3.5 LAND ENVIRONMENT 10 3.5.1 SOLID WASTE GENERATION & MANAGEMENT 10 3.5.2 WASTE MANAGEMENT & RECYCLING 10 4.0 ENVIRONMENTAL MANAGEMENT PLAN DURING 11 OPERATION PHASE 4.1 AIR EMISSION MANAGEMENT 11 4.2 WATER POLLUTION MANAGEMENT 12 4.3 SOLID WASTE 16 4.4 NOISE LEVEL MANAGEMENT 19 4.5 LAND ENVIRONMENT 19 4.6 GREENBELT DEVELOPMENT 19 4.7 RAINWATER HARVESTING 21 5.0 RISK ASSESSMENT & MANAGEMENT PLAN 22 6.0 COST FOR ENVIRONMENTAL PROTECTION 23 7.0 TRAFFIC CIRCULATION SYSTEM AND CONNECTIVITY 23 8.0 SOLAR ENERGY UTILIZATION 23 9.0 POST PROJECT MONITORING STRATEGY 24 CONCLUSIONS 25

Conceptual Plan Rama World Phase # 2 1.0 INTRODUCTION Zodiac Dealer Private Limited has proposed to construct Residential complex under the banner of RAMA WORLD PHASE # 2 at Khasra. Nos. 25/1, 26 (P), 27 (P), 32 (P), 33/1, 33/2, 34/1, 35/1, 36/1, 37/1, 34/4, 35/3, 36/3, 37/3, 34/5, 35/4, 36/4, 37/4, 34/6, 35/5, 36/5, 37/5 (P), 34/7, 35/6, 36/6, 37/6 (P), 38/1, 38/2, 38/3, 38/4, 38/5, 38/6, 38/7, 38/8, 39/1, 39/2 (P), 39/3 (P), 64 (P), 65 (P), Parsada village, Bilaspur Tehsil, Bilaspur District, Chhattisgarh. As per the EIA notification, 2006 amended on 1st December, 2009, Building and Construction projects (under Item 8a) with built up area 20000 Sq.m and < 1,50,000 sq.mtrs are categorized under B category. 1.1 DETAILS ABOUT THE PROJECT SITE Latitude Location : 22 03'03.7"N 82 06'54.9"E : Khasra. Nos. 25/1, 26 (P), 27 (P), 32 (P), 33/1, 33/2, 34/1, 35/1, 36/1, 37/1, 34/4, 35/3, 36/3, 37/3, 34/5, 35/4, 36/4, 37/4, 34/6, 35/5, 36/5, 37/5 (P), 34/7, 35/6, 36/6, 37/6 (P), 38/1, 38/2, 38/3, 38/4, 38/5, 38/6, 38/7, 38/8, 39/1, 39/2 (P), 39/3 (P), 64 (P), 65 (P), Parsada village, Bilaspur Tehsil, Bilaspur District, Chhattisgarh Type of the area : The proposed project site falls under Surroundings of the project site : Residential zone, as per the Bilaspur Development Plan issued by Directorate of Town and Country Planning, Chhattisgarh North East South West Open land Plotted land Open land Open land Topography : Topography of the site is more or less flat without many undulations 1

Conceptual Plan Rama World Phase # 2 Nearest Railway station : Bilaspur Railway station 5 Km Topographical map showing the site and other features is enclosed as Annexure - I Site surrounding map is enclosed as Annexure - II 2

Conceptual Plan Rama World Phase # 2 2.0 DETAILS OF THE PROJECT The following are the brief details of the proposed Residential complex project site S.No Details Description I. Total Land Area Total: 15.8 acres (64,000 Sq.m) Area allocated for 24 m wide road 9,790 Sq.m Net area available for Residential complex 54,210 Sq. m II. Expected project cost Rs. 58.5 Crores III. Total built-up area Residential complex with Built up area of 1,35,612 Sq. IV. Ground coverage 21.37% m consisting of 22 towers each with Stilt + 10 upper floors and club house with one upper floor V. Water Requirement Water required for the proposed project will be sourced through Ground water resources during operation & construction of the Project. Total water demand is about 7 KLD during Construction of complex & 429 KLD during operation of the complex after recycling. VI. Power requirement 3600 kva (Maximum peak demand) VII. Solid waste generation During operational phase: Municipal solid waste : 2.4 MT/day VIII. Connectivity The proposed Residential complex site is well connected by Road leading to Raipur from Bilaspur IX. Additional facilities DG Sets Sewage Treatment Plant Club house X. Back up supply 2 nos. of DG sets of capacities 500 kva and 625 kva XI. Parking facilities 43,382.00 m 2 (included in built-up area) 3

Conceptual Plan Rama World Phase # 2 TABLE 1.1 BUILT-UP AREA STATEMENT Floor Block A Block-B Block-C Club house Total First floor 3,329.76 2,496.00 3,366.00 312.40 9,504.16 Second floor 3,329.76 2,496.00 3,366.00 9,191.76 Third floor 3,329.76 2,496.00 3,366.00 9,191.76 Fourth floor 3,329.76 2,496.00 3,366.00 9,191.76 Fifth floor 3,329.76 2,496.00 3,366.00 9,191.76 Sixth floor 3,329.76 2,496.00 3,366.00 9,191.76 Seventh floor 3,329.76 2,496.00 3,366.00 9,191.76 Eighth floor 3,329.76 2,496.00 3,366.00 9,191.76 Ninth floor 3,329.76 2,496.00 3,366.00 9,191.76 Tenth floor 3,329.76 2,496.00 3,366.00 9,191.76 Parking 33297.60 24960.00 33660.00 312.40 92,230.00 Stilt 18,140.00 open 9,000.00 podium 16,242.00 43,382.00 Net total (floor area + parking area) 1,35,612.00 2.1 RAW MATERIALS Raw materials are required for constructing walls, roofs, openings, panels, super structure and paving purpose. Walls: Fly ash-based lightweight aerated concrete blocks will be used for construction of walls and rattrap bond method will be followed. This system of bonding saves 25% of the total number of bricks and 40% of the mortar Roof: pre-cast / aerated cellular concrete roofing slabs have been used for constructing roof structures. These structures have high rating to fire resistance and provide better insulation. 4

Conceptual Plan Rama World Phase # 2 Openings: Precast RCC doors and window frames will be used for openings wherever it is feasible. These are cheaper, stronger, fire resistant, and termite resistant, sustain temperature and humidity variations and are effective substitutes to timber / wood. Super structure: Light weight concrete will be made and mixed with conventional mix for constructing super structure. Aluminum powder when added to lime reacts and form hydrogen bubbles and light weight cementitious material is formed. This material is high strength to weight ratio and an insulation value of R-10 in a 20.32 cm thick wall. Paving of roads: Grass pavers will be used on the road, parking and pedestrian areas. Grass pavers will Reduce heat island effect Minimize storm water runoff Beneficial for localized aquifer recharge Source of Raw materials All the raw materials required for the Residential complex will be sourced from in and around Bilaspur 2.2 WATER REQUIREMENT The total water required for the proposed Residential complex will be met from ground water resources. The total water requirement for proposed Residential complex project will be 429 KLD. 7 KLD will be the water requirement during construction period. The following is the break-up of the total water consumption for project. Water Requirement for Domestic and flushing: Description No. of Persons LPCD Water Requirement, KLD Domestic Flushing Total Domestic Flushing Total Residents 4,400 (No. of units : 880 95 40 135 418.0 176.0 594.0 No. of persons per unit : 5) Visitors 880 10 5 15 8.8 4.4 13.2 Employees for Maintenance 110 (each tower 5 nos.) 13 32 45 1.4 3.5 5.0 Total 428.2 183.9 612.2 5

Conceptual Plan Rama World Phase # 2 Water Requirement for Landscaping: Landscaping Area: 6,945 m 2 Water required per m 2 of landscaping area: 9 Ltrs / day Total Water required for landscaping: 62.5 KLD (say 63 KLD) Break-up of Water Requirement (in KLD) Requirement Quantity, KLD Source Domestic 429 Ground water Flushing 184 Treated wastewater Landscaping 63 Treated wastewater Washing 35 Treated wastewater Total Water Demand 711 2.3 WASTEWATER GENERATION In the proposed project the waste water generated during construction will be sanitary wastewater which will be treated in septic tank followed by soak pit. Total waste water generation during the operation of Residential complex will be 527 KLD. The waste water generated will be treated in separate specifically designed STP and treated waste water will be utilized for flushing operations, washing and greenbelt development and remaining will be discharged into the municipal drain. 6

Conceptual Plan Rama World Phase # 2 2.4 WATER BALANCE WATER BALANCE Input in KLD Output in KLD Fresh 429 Treated wastewater will be reused for water flushing purposes 184 Recycled 282 Treated wastewater will be reused for water greenbelt development. 63 Washing 35 consumption loss 184 Evaporation / Losses 147 Wastewater disposed to Sewerage lines 98 TOTAL 711 TOTAL 711 2.5 CONSTRUCTION OF RESIDENTIAL COMPLEX In the construction process the following activities will be taken up phase wise manner. The activities are summarized as below. S. No. Type of Work 1. Construction of Compound wall 2. Greenbelt Development 3. Leveling of construction area 4. Excavation for Foundations 5. Foundation PCC, Concrete, Plinth Beam 6. Slab laying 7. Electrical works 8. Brick work 9. Plumbing & Drainage work 10. Stair case for all floors 11. Fixing of Doors & windows 12. Water Proofing works 13. Electrical wiring & Fixtures 14. Fixing of sanitary fittings 15. Plastering works 16. Painting work 17. STP Construction 18. Over head & Underground tank construction 19. Miscellaneous works & amenities development 20. Provision of Backup supply 7

Conceptual Plan Rama World Phase # 2 3.0 ENVIRONMENTAL MANAGEMENT PLAN DURING CONSTRUCTION PHASE Environmental pollution is inevitable during the construction phase. The project proponent should take appropriate steps to control pollution during construction phase. The following are the factors requiring control during construction phase. 3.1 SITE PREPARATION In the proposed project, all necessary control measures will be taken during site preparation. The soil type in the area of project site area is Black soil. Sparse vegetation is observed in small portion of the Project area. Hence there will not be much removal of top soil during construction activities. To keep the damage to top soil minimum, excavators will be utilized for construction Top soil excavated during construction activities will be stacked at safe place for reuse at a later stage of construction. 3.2 AIR ENVIRONMENT Dust is the major emission during the construction period. The following control measures will be followed during the construction period Application of dust suppressants will be done Locally available gravel will be applied to the roads and lots, to prevent the dust emanation Measures will be taken to cover the stored materials to prevent the dust emission during high winds Speed of the vehicles in the project area will be limited 20 Kmph Rescheduling the works during high speedy winds Inspection will be done for use of covering sheet to prevent dust dispersion at buildings site 8

Conceptual Plan Rama World Phase # 2 3.3 WATER ENVIRONMENT Water required during the construction the residential complex will be met from the ground water resources. Total water requirement during construction period will be 7 KLD and construction period lasts for period of 24 months. The following control measures will be taken to reduce the reduce the water requirement during construction Curing water will be sprayed on concrete structures; free flow of water will not be done for curing. After liberal curing on the first day, all concrete structures will be painted with curing chemical to save water. This will stop daily water curing hence save water. Concrete structures will be covered with thick cloth/gunny bags and then water will be sprayed on them. This will avoid water rebound and will ensure sustained and complete curing. Ponds will be made using cement and sand mortar to avoid water flowing away from the flat surface while curing. Waste water management during construction Waste water generation will be minimized by following above control measures Sanitary waste water generated during construction stage will be sent to septic tank followed by soak pit 3.4 NOISE ENVIRONMENT The main sources of noise in the process of construction activities will be cement concrete mixing, welding, aluminum channel folding, drilling and DG sets etc. Diesel generator sets will be provided with integral acoustic enclosure at the manufacturing stage itself Equipment like earmuffs, earplugs etc. will be used for hearing protection for workers. 9

Conceptual Plan Rama World Phase # 2 3.5 LAND ENVIRONMENT 3.5.1 Solid waste generation & Management Proper planning and management during construction period is very much vital. We proposed to implement the following control measures to mitigate the waste generation Delivery of material on site will be done over a durable, impervious and level surface, so that first batch of material does not mix with the site surface. Availability of covered storage will be assured. The recyclable items like metal, plastic will be sent to recyclable industry, and rest of this scrap will be stored in a covered area. Wherever materials (aggregates, sand, etc.) are more likely to generate fine airborne particles during operations, nominal wetting by water will be practiced. Workers / labour will be given proper air masks and helmets. Skilled labour and good workmanship will be employed for judicial utilization of materials and minimizing the waste. Proper estimate of material will be done to minimize the undue wastage. Contaminated runoff from storage will be captured in ditches or ponds with an oil trap at the outlet. Materials wasted on site will be reused at the same place. 3.5.2 Waste management & recycling The construction waste includes debris, concrete (often recycled and reused at the site), steel and other metals, pallets, packaging and paper products, fluorescent tubes, wood beams, joists, studs, baseboards, cabinets and cupboards, railings, brick, doors and casings, interior windows, bathroom fixtures, light fixtures, ceiling grid and tile, furnishings etc. Waste recycling Plan Waste and recycling plans will be developed prior to beginning construction activity. The plan aims at identifying wastes to be generated, and designate handling, recycling and disposal method to be followed. 10

Conceptual Plan Rama World Phase # 2 Handling Handling of waste material requires special precautions such as personal protective equipment and special procedures to prevent the injury. Safe operating methods will be developed for waste collection, storage, and disposal operations in a manner to protect the health and safety of personnel, minimize environmental impact and promote material recovery and recycling. Waste Segregation Gross segregation of construction wastes into roadwork materials, structural building material, salvaged building parts and site clearance wastes will be done and additional segregation will be done to facilitate reuse/ recycling. Storage Adequate provision will be made for storage of solid waste and for easy access to the dustbins for labours from source to the place of storage, and from the place of storage to a collection point specified by the waste collection authority and/or contractor Three colours of wheeled bins: o Dark grey for inert waste, o Green for wood and ply waste and o Blue for hazardous waste will be used. A minimum of 4% of the total site area will be allocated for storage and pretreatment of the waste. This storage area will be covered to prevent any impact on surrounding. 4.0 ENVIRONMENTAL MANAGEMENT PLAN DURING OPERATION PHASE 4.1 Air Emission Management During operation of the proposed Residential complex, the emissions will be mainly from DG Sets which will be used for backup power supply and vehicles. Emissions will be mainly Particulate matter, Hydrocarbons, Nitrogen dioxide and Carbon monoxide. The following control measures will be taken up during the operation 11

Conceptual Plan Rama World Phase # 2 All the internal roads will be grass paved. This will reduce the dust generation due to the vehicular movement Stack of adequate height will be provided to the DG Sets as per CPCB guidelines Green belt will be developed in the premises of complex which will act as sink for air emissions Hence there will not be any impact on surrounding environment due to the air emissions from the proposed complex. EMISSIONS: The emission data from the stacks is shown in below Table. Type of Stack DG Sets (1 x 500 KVA) DG Sets (1 x 625 KVA) Stack height in m. 5 (above building) 5 (above building) Stack dia. in m 0.3 0.3 Emission Rate (QS) in gm/s PM CO HC NOx 0.02 per DG set 0.03 per DG set 0.5 per DG set 0.6 per DG set 0.1 per DG set 0.1 per DG set 0.5 per DG set 0.6 per DG set Recommendations a. All the internal roads shall be black topped to reduce the fugitive dust due to vehicle movement. b. Greenbelt shall be provided around the boundary and along the internal roads. 4.2 WATER POLLUTION MANAGEMENT Water usage for applications such as flushing and washing will be as high as 93% of water demand in any building. In view of the above, we proposed to adopt the following measures to reduce this demand Water meter conforming to ISO standards will be installed at the inlet point of water uptake and at the discharge point to monitor the daily water consumption. This would also enable the user to identify if there are any points of leakages. Dual flush systems will be installed in order to allow different volume of water for flushing liquids and solids. Sensors based fixtures will be fitted which function only in presence of users. These 12

Conceptual Plan Rama World Phase # 2 sensor-operated taps help in reducing water consumption and also result in maintaining better hygiene Tap aerators will be installed which facilitate cleaning through increasing the pressure at which the water is delivered even at low flow rates. Pressure reduction device will be installed which will affect the discharge rate and also to maintain uniform flow at different levels. Waste water generation Only source of waste water generation will be sanitary waste water which will be treated in STP with Moving bed Bio-Reactor technology. The treated waste water will be utilized for non-potable purposes like Toilet flushing & gardening. During construction of Complex, Dual Plumbing system will be done. Two separate water tanks will be provided for storingtreated wastewater & another for fresh water. Separate pipeline system will be provided to treated wastewater tank to pump the water for toilet flushing & gardening purposes. There by net water withdrawal will be reduced. Design details of proposed STP Process Description BAR SCREEN: the influent passes through an in-line screen for removal of coarse suspended solids. These screens would be manual. OIL AND GREASE TRAP: Complete oil and grease trap with siphon arrangement to arrest all oil contents in the trap will be provided. This trap will have specific RCC partition with underflow arrangement to trap oil contents in each chamber. In last chamber there will be a siphon arrangement as outlet for sewage. The tarp oil contents can be cleaned manually. There can be a provision of oil skimmer application on higher volume of oil contents. COLLECTION CUM EQUALIZATION: The oil free water is then collected in a collection cum equalization tank to meet the peak hour s requirement and to get a homogenous mixture. Equalization tank helps in sedimentation of grit in the absence of grit chamber. An aeration grid can be provided to keep the suspended matter in suspension and to avoid septic conditions. 13

Conceptual Plan Rama World Phase # 2 AERATION REACTORS: The influent from the equalization tank(s) is pumped to packaged system. The treatment occurs in various aerobic chambers provided in the system. The system will have the flexibility of varying the sequence of aerobic chambers depending upon flow rates. MBBR technology will be adopted in the aeration reactors. TUBE SETTLER: The wastewater from bioreactors will be pumped to a Tube settler so as to settle out the solids. A chemical dosing system will be provided before Tube settler to aid in solid settling. The supernatant from the tube settler will be fed to surge tank whereas the sludge will be sent to sludge drying bed. A part of sludge is re-circulated as MLSS to aeration tank. CHLORINATION CUM DISINFECTION: Clarified water is fed to the chlorine contact tank or surge tank. A chlorination system will dose chlorine on a continuous basis. This tank will also act as housing tank for filter feed pumps. PRESSURE SAND FILTER (PSFF): The disinfected water will then be passed through Pressure sand filter (PSF) to reduce suspended load and turbidity, BOD, colours, odour and fine particles. It finally polishes the treated water and also reduces the residual chlorine. The wastewater so treated can be utilized for gardening or for flushing and recycling. The backwash from the MMF unit will be fed back into the collection tank. SLUDGE DISPOSAL: A proportion of sludge from the clarifier and bioreactor is pumped via the hydro cyclone into the sludge holding tanks/ Sludge drying beds (SDB). Supernatant from the sludge holding tanks is decanted and returned to collection tank for re-processing. A part of sludge is periodically re-circulated as MLSS to bioreactors. ELECTRICAL CONTROLS: STP will have a complete centralized control panel mounted on the skid. It will have both automatic and manual operation mode. The control system shall include circuit breakers, motor, starters and timers all housed in a weatherproof cubicle type panel board. 14

Conceptual Plan Rama World Phase # 2 DESIGN INLET AND OUTLET CHARACTERTICS Parameters Inlet Outlet Temperature Ambient Ambient ph 6.0-8.5 6.5-8.0 TSS 150-200 mg/l <10 mg/l BOD 250-400 mg/l <10 mg/l COD 450-600 mg/l <60 mg/l O & G 5-10 mg/l <5 mg/l WASTE WATER TREATMENT SCHEME Capacity of STP : 660 KLD RAW SEWAGE SCREENING OIL & GREASE TRAP SEWAGE COLLECTION CUM EQUALIZATION TANK SLUDGE DRYING BED/ SLURRY COLLECTION TANK SLUDGE MBB REACTOR TUBE SETTLER SURGE TANK PRESSURE SAND FILTER DISINFECTION ACTIVATED CARBON FILTER FINAL COLLECTION (WILL BE USED FOR GARDENING, FLUSHING ETC.) 15

Conceptual Plan Rama World Phase # 2 4.3 SOLID WASTE Solid waste would be generated both during construction as well as during operation phase. Solid waste expected to be generated during construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. Solid Waste Management during Construction Phase: Sr. No. Solid Waste Solid Waste Management 1 Waste materials like MS Rods, bricks, concrete, broken tiles, wood pieces, cement bags etc. Material would be segregated. Recyclable material will be sold to authorize dealers. Rest will be used within project site for filling & leveling purpose. Remaining will be sent for disposal through government authorized vendors. Cement bags will be used for road making. 2 Excavated Soil Top soil will be stored in covered areas and will be later used for landscaping purpose. Remaining soil will be used for back filling & leveling of site. Unused soil will be disposed off to designated side through authorized vendors on payment basis. Calculation of Solid Waste Generation Sr. No. Category RESIDENTIAL Capacity (Nos.) / Area (acres) Waste Generation (Kg/day/capita) Waste generated (kg/day) 1 Residents 4400 0.5 kg/person 2200 2 Staff 110 0.25 kg/person 27.5 3 Visitors 880 0.15 kg/person 132 4 Landscape Waste 1.7 Acres 0.2 kg/acres 0.34 Total waste collection 2359.84 (Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, of Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000) 16

Conceptual Plan Rama World Phase # 2 Composition of Waste Sr. No. Type of Waste Quantity of Waste (Kg/day) 1 Compostable-Wet/food waste (@ 60% of total waste) 1415.9 2 Recyclable (@ 30% of total waste) 707.95 3 Inert (@10% of total Waste) 235.98 Collection and Segregation of waste 1. A door to door collection system will be provided for collection of domestic & commercial waste from project site 2. Local vendors will be hired for waste collection and management 3. Separate colored bins for dry recyclables wet compostable and inert waste will be provided 4. Litter bin will also be provided in open areas like parks etc. Treatment of Waste Bio-Degradable wastes a. Bio-degradable waste will be treated in Organic Waste Converter to convert it into manure which can later be used for landscaping b. STP sludge is proposed to be used for horticultural purposes as manure. Recyclable wastes Recyclable wastes like paper, plastic, metals etc. will be sold off to authorized recyclables. Disposal Inert fraction of waste will be sent through authorized vendor for disposal. 17

Conceptual Plan Rama World Phase # 2 Apart from the municipal waste, E-waste comprising of rejected CFL, bulbs, laptops, TV sets, computers etc will be generated. This waste will be insignificant in initial stage. These will be sold to authorized vendors on regular basis. Very less quantity of used oil will be generated from the DG set and will be sold to authorized vendors on regular basis. Solid Waste (2359.83 Kg / Day) Wet / Food Waste (1415.9 Kg / Day) Recyclable Waste (707.95 Kg / Day) Insert Waste (235.98 Kg / Day) Green Bins Blue Bins Grey Bins Onsite Composting Manure for Green Area To be sold to Recyclers on regular basis To be disposed off through Govt. Authorized agencies to landfill site Flow Chart depicting Municipal Waste Management Plan during operation Phase Apart from the municipal waste, E-waste comprising of rejected CFL, bulbs, laptops, TV sets, computers etc will be generated. This waste will be insignificant in initial stage. These will be sold to authorized vendors on regular basis. Very less quantity of used oil will be generated from the DG set and will be sold to authorized vendors on regular basis. 18

Conceptual Plan Rama World Phase # 2 4.4 NOISE LEVEL MANAGEMENT Silent type DG sets will be provided. The DG sets would be mounted on the anti vibration pads to restrict the vibration. There will be slight increase in traffic noise due to the proposed project. However the Noise levels will be within the standards prescribed by CPCB / CECB. Hence there will not be any impact on Noise environment due to the proposed project. 4.5 LAND ENVIRONMENT All the pavements in the site area will be grass paved, which will mitigate the dust generation from the vehicles. Vehicle speed in the complex area will be reduced which will reduce the emissions. Greenbelt will be developed in the complex area which will acts as sink for the emissions. Hence there will not be any deposition of pollutants in the surrounding area. The sanitary waste water generated from the complex will be treated in STP with Moving Bed Bio-reactor system. Treated waste water will be reused for non-potable purposes like flushing and greenbelt development. Remaining treated waste water will be discharged into the municipal drain The solid waste generated from the complex will be disposed as per norms. Hence there will not be any impact on land environment due to the proposed complex Recommendations a) Land scaping will be done at periphery of the compound wall. 4.6 GREEN BELT DEVELOPMENT Greenbelt will be developed all around the periphery of the compound wall along with some part of the Greenbelt will be developed in Open spaces. The greenbelt will be developed simultaneously with the plant construction. This will further mitigate the pollution impacts. Greenbelt plantation Greenbelt is developed in a set of rows of trees planted in such a way that they form an effective barrier between the plant and the surroundings. The main purpose of greenbelt development is to contribute to the following factors. To maintain the ecological homeostatus. 19

Conceptual Plan Rama World Phase # 2 To attenuate the dust emissions and lower SO 2 levels To prevent the soil erosion. To attenuate the noise levels. To utilize the treated effluents. Selection of species The following main criteria will be followed for selection of plants: Trees, shrubs having dense foliage with a large surface area, as leaves absorb pollutants. Evergreen trees as they are found to be more effective. The species resistant to pollutants, particularly in the early stages of their growth. The following species are planned to be selected for greenbelt development in the complex premises Acacia arabica (Babul) Citrus species Dyospyros species Ficus bengalensis (Banyan) Ficus religiosa (Peepal) Tamarindus indica (Imli) Thuja occidentallis (Cedar) Prospis Juliflora (Mesquite) Zizypus jujuba (jujuba) etc. Shorea robusta (Sal / Sagon) Neolamarckia cadamba (Kadam) Greenbelt development plan Green belt will be developed all around the complex area Out of the total site area, 6,945 m 2 of area will be allocated for greenbelt development The tree species to be selected for the plantation are pollutant tolerant, fast growing, wind firm, deep rooted. 20

Conceptual Plan Rama World Phase # 2 4.7. RAINWATER HARVESTING Rain Water from the various roofs will be drained through rain water vertical down take upvc pipes. These vertical down take pipes will be located at suitable locations inside the shafts or embedded inside the wall. All the terraces will be sloped in a slope of 1:100 sloping towards down vertical pipes. Rain Water khurras will be of suitable size with MS/CI grating provided at roof with each rain water vertical down take. Rain Water vertical down take of upvc pipe will be left 75mm above the finished ground level with elbow spouts. Under these spouts there will be a storm water catch basin so the rainwater from the roofs will be discharged directly into the catch basin to avoid the flooding into the surrounding areas. These catch basins will also be used for drainage of the open surface surrounding the catch basin. There will be a catch basin along the roadside to take care of the roadside storm water drainage. These catch basins will be connected to the main storm water drainage system, which may be divided into two or three parts to reduce the depth of the manhole as to suite the site conditions. The discharge from these main drains will be discharged in to rain water-harvesting pits. These pits will be located at different location to suite site conditions. The overflow from these pits will be collected into an overflow sump. There will be a provision of submersible pump in sump pit the overflow water from these pit pump out side or can be discharged directly into existing storm water drain by gravity. RAIN WATER RECHARGE CALCULATIONS Area in Coefficient Avg. rainfall Total Type sq.m factor (m) recharge Roof / building / 11,687 0.9 1.205 12,674.55 shed Road + other 35,578 0.75 1.205 32,153.62 paved area Green area 6,945 0.2 1.205 1,673.745 46,501.914 21

Conceptual Plan Rama World Phase # 2 Harvested Rainwater Rain water harvesting structures will be constructed to harvest the run-off water from roof tops by laying a separate storm water drainage system for recharging of ground water. Ground rainwater harvesting system: Artificial recharge or ground water rainwater harvesting is a process by which the rain water from paved areas will be collected through a storm water network. And will be connected to Rainwater harvesting pit. Rooftop rainwater harvesting system: In rooftop harvesting, the roof becomes the catchments, and the rainwater will be collected from the roof of the each building. Rainwater from roof or terrace will transported using PVC gutters. Rainwater harvesting pits collect all the rainwater. So that groundwater table will be recharged and utilized for future use. 5.0 RISK ASSESSMENT AND MANAGEMENT PLAN FIRE PROTECTION SYSTEM As per the NBC, 2005, the proposed Residential complex fall under Category A (Residential), Sub division A-4 Apartment houses (flats) and height of the proposed Residential complex is 33.2 m. As per the guidelines of NBC, 2005, the following facilities will be provided for each building Fire extinguisher Hose reel Down corner Automatic sprinkler Terrace tank capacity of 25 KL Pump of 900 litres/minute capacity at terrace tank level with minimum pressure of 2.0 kg/cm 2 22

Conceptual Plan Rama World Phase # 2 6.0 COST FOR ENVIRONMENTAL PROTECTION The following will be the cost for Environmental protection S.NO PURPOSE COST (in Rs.) 1 Capital Investment for Environmental protection 200,00,000 /- 2 Recurring Expenditure for Environmental protection 1,50,000/- Annum The in charge who is experienced in environmental aspects will look after monitoring schedules and will coordinate with the Govt. authorities. 7.0 TRAFFIC CIRCULATION SYSTEM AND CONNECTIVITY The proposed Residential complex site is well connected by road leading to Raipur from Bilaspur. The existing road is capable of absorbing this additional vehicular movement. Hence there will not be any adverse impact on vehicular traffic due to the proposed residential complex. As per NBC norm of one car space per every 100 Sq.m has to be provided. As total floor area is 92,230 Sq.m, car space for 923 cars has to be provided. In the proposed project, we proposed to provide car space for 1505 cars which is well above the parking norm stipulated by NBC, 2005. Hence there will not be shortage of parking space for vehicles and impact on traffic circulation system. 8.0 SOLAR ENERGY UTILIZATION In the proposed residential complex Common areas like internal roads, gardens etc will be illuminated with Solar power LED Possibilities will be explored for illuminating common building areas with Solar power LED's 23

Conceptual Plan Rama World Phase # 2 9.0 POST PROJECT MONITORING STRATEGY The monitoring of various environmental parameters is necessary which forms part of the environmental protection measures. Monitoring is an important feature because the efficiency of control measures can only be determined by monitoring. A comprehensive monitoring program is given under. Locations and frequency of monitoring as per the guidelines of CECB and MOEF are tabulated below. MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS S. No. Particulars Frequency of Monitoring 1. Water quality A. Ground Water Once in a month quality in the except for heavy site metals. Duration of sampling Grab sampling (24 hourly) Parameters required to be monitored As per IS: 10500 B. Wastewater Once in a month Grab sampling As per IS: 2490 2. Air Quality A. Stack Monitoring Once in a month PM, HC, CO & NO X 24

Conceptual Plan Rama World Phase # 2 CONCLUSIONS 1. Dust curtains will be used to reduce the dust emissions during construction of proposed project. 2. The flue gases from the D.G. Set will be let out through a stack of adequate height for effective dispersion of emissions into the atmosphere. Hence there will not be any adverse impact on air environment due to the proposed project. 3. All Driveways & internal roads will be black topped / grass paved. 4. Wastewater generated from the apartment will be treated in sewage treatment plant and will be utilized for non-potable purposes like Toilet flushing, washing & gardening. 5. Rain Water Harvesting pits will be provided to augment the precious rain water and ground water recharge 6. The Solid waste in the form of garbage will be segregated at source into bio-degradable and non-bio-degradable waste. Plastic waste will be given to the authorized recyclers and bio-degradable waste will be sent to Govt. Authorized agencies. 7. Greenbelt of 6,945 m 2 will be developed all around the project site and in the open area 8. Adequate firefighting equipment s will be implemented as per the, etc. as per National Building Code. 25

Annexure - I

MAP SHOWING THE SITE SURROUNDINGS Annexure - II Rama world Phase # 2

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Annexure - III