Bangalore Development Authority T. Chowdaiah Road Kumara Park West Bangalore

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1 Bangalore Development Authority T. Chowdaiah Road Kumara Park West Bangalore Submission of Documents Form -1, Form 1A & Environmental Management Plan for grant of Environmental Clearance for the Proposed Housing Project for 1 BHK(Phase I), 2 BHK & 3 BHK ( Phase II) of Alur Village, Dasanapura Hobli, Bangalore North Taluk by Bangalore Development Authority [BDA] By M/s Environment & Power Technologies Private Limited, Flat no 3, 2 nd Floor, # 10, N S Bhavan, 4th Main, 4 th Cross Gandhinagar, Bangalore Acccreiditated as EIA Consultant Organizations for sector 38, by QCI/ NABET M/s Environment & Power Technologies Pvt Ltd, Bangalore, 1

2 (I) Basic Information APPENDIX I (See paragraph 6) FORM 1 Sl. Item Details No. 1. Name of the project/s Construction of 1 BHK(Phase I),2 BHK & 3 BHK (Phase II) Housing Project at Survey No.114,115,116 of Alur village, Dasanapura Hobli, Bangalore North Taluk by Bangalore Development Authority [BDA], 2. S.No. in the schedule 8(a) of Schedule [Under Building Construction Projects] of EC Notification Dated 16 th September Proposed capacity/area/length/tonnage to be Proposed Housing project will be undertaken by Bangalore Development Authority. (BDA is handled/command area/lease the Proponent of the Project). area/number of wells to be drilled The ownership of the land currently vests with the Bangalore Development Authority. A document on the same is provided as Annexure 1 Project Area : Phase I : 5.87 Ha or Sqm Phase II : Ha or Sqm Total Area: Ha Project Cost: Phase I : Crores Phase II : Crores Total : Crores Proposed House Building Activity by Bangalore Development Authority. Project built up area Attributes Project Total Built up area in Sq.mtrs Phase I 64, Phase II 59, Total 1,23, M/s Environment & Power Technologies Pvt Ltd, Bangalore, 2

3 Land use Statement : Phase I Land use Area Sq.mtrs Percentage (%) Residential Commercial Roads/pavements Civic Amenities Open Area/Green area Park area Total in Sqm % Phase II Land use Area Sq.mtrs Residential Roads & Surface Parking Civic Amenities(5% of Plot Area) Percentage (%) Green area/parks Car Parking area(phase I) Miscellaneous Green Areas Total No. of Blocks / Units Phase I No. of Blocks 47.5 No. of Units 1520 Phase II No. of Units Type Units Type Units Type Units Total New/Expansion/Modernization New Housing Projects 5. Existing capacity/area etc., Project area Phase I : 5.87 Ha Phase II : Ha 6. Category of Project i.e A or B Category B a) If Built up area for covered construction greater than or equal to 20,000 Sq.mtrs M/s Environment & Power Technologies Pvt Ltd, Bangalore, 3

4 and less than 1, 50,000 Sq.mtrs are covered under Building and construction projects,8(a) of Schedule of the EC notification dated 19 th September 2006 b) Project Total Built up area is : 1,23, Sq. mtrs Hence the proposed project is covered EC notification, Category 8(a). 7. Does it attract the general No condition? If yes, please specify 8. Does it attract the general No condition? If yes, please specify 9. Location Plot/Survey/Khasra No. Sy. No. 113,114 & 115 Village Alur Tehsil Bangalore North Taluk District Bangalore State Karnataka 10. Nearest railway station/airport Yeshwanthapur 18 Km along with distance in Kms Kempegowda International Airport 35 Km 11. Nearest Town, city, District Nelamangala : 6 Km Headquarters along with distance in Bangalore City : 23 Km Kms 12. Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given) Proposed Project Site comes under Bruhat Bangalore Mahanagara Palike (BBMP) 13. Name of the applicant Commissioner Bangalore Development Authority 14. Registered Address T.Chowdaiah Road Kumara Park West Bangaloe Address for correspondence: Name Designation (Owner/Partner/CEO) Commissioner Bangalore Development Authority Address T.Chowdaiah Road Kumara Park West Bangaloe Pin Code eehpsd3@gmail.com / bda@vsnl.com Telephone No. Mobile : (EE HPD 3) Fax No NA 16. Details of Alternative Sites 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 projects has been submitted? M/s Environment & Power Technologies Pvt Ltd, Bangalore, 4

5 19. If yes, date of submission NA 20. If no, reason Whether the proposal involves approval/clearance under: If yes, details of the same and their status No to be given. (a) The Forest (Conservation) Act, 1980? (b) The Wildlife (Protection) Act, 1972? (c) The C.R.Z Notification, 1991? 22. Whether there is any Government 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. Yes GO No. UDD11BDS2009, Bangalore, dated Refer Annexure 6 No (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) Yes /No Yes Details thereof (with approximate quantities /rates, wherever possible) with source of information data a) The land proposed for the Housing Project is dry, barren and undulating Government land. b) The land has been handed over to BDA Housing project. c) In view of the proposed Housing project there will be Permanent change of land use, land cover and Topography of the area. d) Barren Government land Housing project with 17 % greenery. Positive Env. Impact. A copy of RMP-2015(showing relevant area) is provided as Annexure 5. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 5

6 1.2 Clearance of existing land, No a) As the existing land is Dry, barren vegetation and buildings? Government land, there are no vegetation. b) Further there are no buildings on the proposed project land. 1.3 Creation of new land uses? Yes From barren land to Housing Colony having 1.4 Pre-construction investigations e.g. bore houses, soil testing? Yes greater greenery. Geotechnical Investigation report of project has been done. A copy of the report is provided as Annexure Construction works? Yes Construction of Housing Projects, roads, parks 1.6 Demolition works? No No demolition activity 1.7 Temporary sites used for construction works or housing of construction workers? 1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations 1.9 Underground works including Yes Yes No Temporary sheds will be constructed for labors during the construction phase, within the Project site. Above Ground level Residential Building Structure. No mining or Tunnel proposed. mining or tunneling? 1.10 Reclamation works? No No reclamation proposed 1.11 Dredging? No No dredging required. Only land preparation and leveling Offshore structures? No No offshore structure envisaged 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? No Housing Project Yes During construction stage the materials are stored inside the premises. Yes a) During Construction Phase Labor Colony will be provided with Water supply, Toilets, Septic Tanks & Soak pits, Bath rooms, Approach Road, Street Lights, Surface drainage system ensuring no rain water stagnate in the surrounding area. Kerosene will be provided to Workers. b) Arrangement will be made for Solid waste collection & scientific disposal. c) During Operation Phase Sewage generated will collected through net work of Sewerage System. d) Sewage Treatment Plants [STP] for Phase I & Phase II will be provided & operated to treat the sewage to meet the KSPCB norms. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 6

7 e) The Lay out will have well designed network of Surface drainage & Storm water drainage system. f) Rain water Recharge system will be located along the surface drainage system. g) The Over flow from Rain water Recharge System will enter Storm water drainage system h) Solid waste collection and Management system will be provided. The Garbage segregation Bio-Composting will be done. i) Require extent of area foe STP & Solid waste Management & handling will be set apart. Not envisaged 1.16 Facilities for long term housing of operational workers? No 1.17 New road, rail or sea traffic Yes during construction or operation? 1.18 New road, rail, air waterborne No or other transport infrastructure including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of existing No NA transport routes or infrastructure leading to changes in traffic movements? 1.20 New or diverted transmission No No change either is envisaged. lines or pipelines? 1.21 Impoundment, damming, No No culverting, realignment or other changes to the hydrology of watercourses or aquifers? 1.22 Stream crossings? No No stream to cross 1.23 Abstraction or transfers of No - water form ground or surface waters? 1.24 Changes in water bodies or the land surface affecting drainage or run-off? 1.25 Transport of personnel or materials for construction, operation or decommissioning? 1.26 Long-term dismantling or decommissioning or restoration works? No Yes No During Construction phase, existing District Roads, village Roads will be utilized. As it is housing project no other transport infrastructure is required. Required personnel and material for Construction will be transported by road. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 7

8 1.27 Ongoing activity during No decommissioning which could have an impact on the environment? 1.28 Influx of people to an area in No either temporarily or permanently? 1.29 Introduction of alien species? No 1.30 Loss of native species or genetic No diversity? 1.31 Any other actions? No No decommissioning 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 Details thereof (with approximate quantities /rates, wherever possible) with source of information data The proposed Project land is Government undeveloped Land. Project Area Phase I : 5.87 Ha Phase II : Ha Yes Table Water requirement : Source : BWSSB Attributes Information Number of Houses Phase I 1520 Phase II 452 Number of Persons in Phase I 6080 Number of Persons in Phase II 1912 Total Population 7992 Per Capita Consumption, LPCD 90 Total Water 719 requirement KLD 2.3 Minerals (MT) No -- M/s Environment & Power Technologies Pvt Ltd, Bangalore, 8

9 2.4 Construction material stone, aggregates, sand / oil (expected source MT) Yes Table : Construction material Phase I Cement Bags White cement 6000 Bags Steel 3260 MT Metal Cum Sand Cum Concrete Blocks 300 Cum Binding Wire 33 MT Tiles/granites/ marbles Sqm Acrylic distemper paint Sqm Wood 360 Cum Phase II Cement White cement Fly Ash Steel Metal Sand Concrete Blocks Binding Wire Tiles/granites/marbles Acrylic distemper paint Cement Paint Wood 181,418 Bags 500 Bags 24,947 Bags 1,594 MT 14,405 Cum 8,574 Cum 1,145,000 Nos 159 MT 133,150 Sqm 134,976 Sqm 66,749 Sqm 119 Cum 2.5 Forest and timber (source MT) Yes Wood: 479 Cum 2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW) Yes Source : BESCOM Phase I Power Requirement: 1250 KVA DG sets : 500 KVA 2.7 Any other natural resources (use appropriate standard units) Phase II Power Requirement: 1250 KVA DG sets : 125 KVA No -- M/s Environment & Power Technologies Pvt Ltd, Bangalore, 9

10 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 Yes/ No 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) Details thereof (with approximate quantities /rates, wherever possible) with source of information data No No use / storage of Hazardous chemicals during construction phase or Operation Phase which are covered under Manufacture, Storage & Import of Hazardous Chemicals Rules (MSIHC Rules). No It is Project Construction activity. It will be ensured that no stagnation of water is allowed, so that insect diseases are controlled. 3.3 Affect the welfare or people e.g. by changing living conditions? Employment opportunity for the local people 3.4 Vulnerable groups of people who No -- could be affected by the project e.g. hospital patients, children, the elderly etc. 3.5 Any other causes No 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 a) No over burden soil to be removed. b) Earth work excavation activity will only within the Plinth area of Building, Road construction & Park c) Quantity of earth work involved is 4.2 Municipal waste (domestic and or commercial wastes) Yes Phase I : 38,847 Cum. Phase II : 19,000 Cum d) The same will be back filled and excess, if any will be used for landscaping/ gardening. e) It will be ensured that no soil will be spoiled a) As per a study quantity of Solid waste generation in Bangalore city was Kg per capita per day b) Total Municipal waste generation from the Proposed Project during operation: 0.484/1000 x 7992 = 3.87 Tonne per day. c) Segregation of solid waste at M/s Environment & Power Technologies Pvt Ltd, Bangalore, 10

11 4.3 Hazardous wastes (as per Hazardous Waste Management Rules) No source from each house into recyclable waste, dry solid waste and wet garbage will be practiced by organizing frequent appropriate awareness programme. Hazardous waste will be used Oil waste generated from DG sets during operation period. 4.4 Other industrial process wastes No Surplus product No Sewage sludge or other sludge from No - effluent treatment 4.7 Construction or demolition wastes Yes No demolition activity Only construction activity. Construction phase : o Generation of Construction waste, if any will be identified, and shifted to designated site for recycling and disposal. o The contractor will operate safe methods for Solid 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. o Empty Cement bags will be sold for re use. Good practice measures such as the following: All waste taken off-site will be undertaken by a licensed contractor. BDA will audit disposal procedure. (1) Collection and segregation of wastes and safe storage. (2) Recording of consignments for disposal. 4.8 Redundant machinery or equipment No Contaminated soils or other No -- materials 4.10 Agricultural wastes No No Agricultural waste will be generated Other solid wastes No No other solid waste generated. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 11

12 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr) S.No. Yes Details thereof (with approximate Information/Checklist confirmation /No quantities /rates, wherever possible) with source of information data 5.1 Emissions from combustion of fossil No -- fuels from stationary or mobile sources 5.2 Emissions from production processes No Emissions from materials handling including storage or transport No Emissions from construction Yes Emission from construction Plant & activities including plant and equipment engines is expected. equipment Mitigate the problem Plant and equipment will be maintained as per manual. Non mobile engine emission 5.5 Dust or odours from handling of materials including construction materials, sewage and waste Yes will be complied. Odour from sewage will be mitigated by providing Mobile Toilets/ Septic tank and Soak pits. 5.6 Emissions from incineration of waste No Emissions from burning of waste in No open air (e.g. slash materials, construction debris) 5.8 Emissions from any other sources No When blow & direction are favorable the same will be done under controlled situation and supervision. 6. Generation of Noise and Vibration, and Emissions of Light and Heat: S.No. Information/Checklist confirmation Yes /No Details thereof (with approximate quantities /rates, wherever possible) with source of information data 6.1 From operation of equipment e.g. No a) No Stone crusher plant during engines, ventilation plant, crushers Construction period or ventilation plant during operation period will be provided at site. b) However during construction phase Construction plant & Machinery may generate Noise. Noise mitigation measures are like encapsulation, Barricades will be provided. 6.2 From industrial or similar processes No -NA 6.3 From construction or demolition Yes a) The construction activity generating noise will be restricted to day time only and if required Noise barricades will be provided. b) If any Noise generation will in the range of db (A) occasionally c) Workers in the Noisy area will be provided with earmuffs M/s Environment & Power Technologies Pvt Ltd, Bangalore, 12

13 d) No vibration issues as no Pile foundation is required. 6.4 From blasting or piling No No blasting or piling will be done. 6.5 From construction or operational traffic Yes _ Proper maintenance of construction vehicles and other construction equipment. _ Noise generating construction activity will be restricted from 8 to 18 hrs. _ Vehicles having valid emission Certificate from the competent authority will be allowed to enter the project site. _ The security personnel at the security gate will ensure the same. _ Proper mufflers on all road _ vehicles & construction equipment Blasting activity will be undertaken in the project site during day time at specified time The impact will be confined within the project boundary and its effect is expected to be negligible outside the plant boundaries. DG set will be installed as a stand power supply unit, which is also encapsulated & housed in side a temporary building Architects, engineers and Safety Officers will be responsible to implement these points during construction phase. 6.6 From lighting or cooling systems No No Chillers will be provided 6.7 From any other sources No - 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 Yes/ No 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) No -- Details thereof (with approximate quantities /rates, wherever possible) with source of information data Yes Sewage from each house will be connected to Sewerage System. The Quantity of Sewage Phase I : 438 KLD Quantity of Sewage Phase II : 210 KLD Sewage Treatment Plants of capacity 500 KLD and 210 KLD will be provided for Phase I & Phase II respectively to M/s Environment & Power Technologies Pvt Ltd, Bangalore, 13

14 meet The norms to be prescribed by KSPCB, Parameters Tolerance limits BOD mg/lit Less than 10 ph 6.5 to 8 Turbidity Less than or equal to 2 E- coli Nil Residual 1 Chlorine Expected mode and place of discharge The treated sewage will be utilized for green area / park development. Excess treated sewage will be supplied to Forest Dept. & Cricket Stadium for utilization for Nursery/ Plantation development. 7.3 By deposition of pollutants emitted No -- to air into the land or into water 7.4 From any other sources No No any other sources. 7.5 Is there a risk of long term build up of pollutants in the environment from these sources? No Risk of accidents during construction or operation of the Project, which could affect human health or the environment S. Information/Checklist confirmation Yes/ Details thereof (with approximate No. No quantities /rates, wherever possible) 8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances No with source of information data Diesel Storage for use in DG sets will be stored as per safety norms in barrels, vertical Position in metal trays, protected from Rain & runoff. CO2 Cylinders will be placed near the storage yard. 8.2 From any other causes Yes Good construction safety practices will be practiced. Use of Personnel Protective 8.3 Could the project be affected by natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc)? No Equipments, such as Shoes, Safety belts for persons working at height and helmet will mandatory. Construction safety norms will be implemented. The area is not prone to flood, landslide. There is no report of earth quake and cloud burst in the area. The project site is in Seismic Zone II. Hence safe. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 14

15 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 Yes /No 9.1 Lead to development of supporting, facilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.) 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 Yes No No No Details thereof (with approximate quantities /rates, wherever possible) with source of information data Development of road and traffic density Housing development No -- Yes As it Housing Project, development activities surrounding project area is likely to take place. No -- (III) Environmental Sensitivity S.No. Areas Name/ Identity Aerial distance (within 15 km.) Proposed project location boundary 1 Areas protected under Nil -- 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 Nil -- water bodies, coastal zone, biospheres, mountains, forests 3 Areas used by protected, Nil -- important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration 4 Inland, coastal, marine or Nil -- M/s Environment & Power Technologies Pvt Ltd, Bangalore, 15

16 underground waters 5 State, National boundaries Nil -- 6 Routes or facilities used by the No -- public for access to recreation or other tourist, pilgrim areas 7 Defence installations Nil -- 8 Densely populated or built-up area Yes Bangalore City 9 Areas occupied by sensitive manmade land uses Hospitals & There are many institutions within 15 Km radius. (hospitals, schools, places of Schools However since it is housing project worship, community facilities) no impact on these institutions 10 Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals) No Areas already subjected to No 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) No Area is not susceptible to earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions M/s Environment & Power Technologies Pvt Ltd, Bangalore, 16

17 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 17

18 Appendix II See Paragraph -6 FORM-1 A (Only for construction projects listed fewer than 8 of the schedule) Sl. Content No. 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. 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. Information The proposed land use is inconformity with Master Plan / Development plan of RMP Please ref Annexure 5. The State Government has given 42.1acres of its land bearing Sy. Nos. 113,114 & 115 Alur Village Dasanapura Hobli, Bangalore North Taluk to Bangalore Development Authority(BDA) for the purpose of housing project. A copy of state government order transferring Government Land to BDA is provided as Please ref Annexure Topo Map indicating location of Project Site is provided Annexure Google Map Aerial image of the site and immediate surroundings within 500 mtrs is provided in Fig 1( Refer EMP) 3. A conceptual plan of Development project is provided as Annexure 3 4. A village map showing the Project Site, vide survey number is provided as Annexure 9 Project requirements Attributes Unit Information Total Site Ha area Total Built up Sq. 1,23, area, Mtrs water KLD 719 KLD Requirement Water Source - BWSSB Power KVA 2500 KVA requirement Connectivity - 12 m wide road M/s Environment & Power Technologies Pvt Ltd, Bangalore, 18

19 to the site centre, utilities & transportation net woks Green Area and Parks Sq. mtrs from project Lay out will lead to 30 m wide connecting Tumkur Road (NH 4)to Dasanapura. Phase I 8806 Phase II Total 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). 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). 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) 1.6 What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamation etc? (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc). Parking needs etc. No. Car Parking Phase I : 500 Provided : 500 The proposed project site is Government land, handed over to BDA for construction of Housing Project. No likely impact on the adjacent facility as the area will be developed as Residential area, which will be controlled by BDA There are no ecologically sensitive areas within 5 Km radius a) Type of Soil : Phase I : Clayey Silty Sand Phase II: Silty sand with clay and gravel. Geo-Technical Investigation report (soil investigation) of the project area is provided as Annexure 7 No b) Seismicity : Zone II, hence safe. c) The buildings will be designed as per IS 456 to take care of Seismicity A contour map showing the natural drainage of the proposed project site is provided as Annexure 4 a) The lay out will be formed at different natural levels, so that there will be minimum cutting & formation. b) No transport of fill materials from outside c) The top layer of fertile soil will be stored at project site & will be used for green belt development & Landscaping. d) The earth work done for foundation will be used for backfill and up to Plinths & formation Roads, etc. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 19

20 Quantities of Earth Work excavation, please ref para 4.1 of Form1 above. 1.7 Give details regarding water supply, waste handling etc during the construction period. 1.8 Will the low lying areas & wetlands get altered? (Provide details of how law lying and wetlands are getting modified from the proposed activity). 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). 2. Water Environment 2.1 Give the total quantity of water requirement for the proposed project with the break-up of requirements for various uses. How will the water requirement met? State the sources & quantities and furnish a water balance statement. a) During the construction period existing Bore well/ tertiary treated water available will be used. b) Workers will be accommodated in the Temporary Sheds. c) Toilets / Bath rooms will be provided near Temporary sheds and at work place. The waste water will be connected to Septic tank and Soak pits. d) Drainage system around the temporary sheds will be provided to mitigate stagnation of rain / sullage around the sheds. There is no low laying Area No health hazards due to construction debris & waste during construction phase. The construction waste includes debris, concrete (often recycled and reused at the site), steel and other metals, pallets, packaging and paper products, wood beams, joints, studs, railings, bricks, bathroom fixtures, light fixtures, ceiling grid and tile, furnishing, replant trees, shrubs. Good construction practice measures as following will be followed: Building Contractor to remove solid waste generated during construction and dispose of scientifically Site Engineers [BDA and Contractor ] will audit Collection, segregation of wastes,safe storage, disposal procedure, and recording of consignments for disposal Quantity of water requirement for the proposed project with the break-up requirements for various uses are Source: BWSSB M/s Environment & Power Technologies Pvt Ltd, Bangalore, 20

21 2 No. of STPs of capacity 500 KLD and 210 KLD will be established in Phase I and Phase II respectively. Sewage will be treated and used for green area development. The quantity of Sewage will be 710 Attributes Information Number of Houses Phase Phase Total 1972 Population 7992 Per Capita Consumption, LPCD 90 Total Water requirement KLD (719 KLD) KLD. Green Area Provided Phase I 8807 Sqm Phase II Sqm Total Sqm 2.2 What is the capacity (Dependable flow or yield) of the proposed source of water? 2.3 What is the quantity of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality) 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) 150 KLD of treated sewage will be utilized for green area / park development. 72 KLD of treated sewage will be utilized for secondary purpose like toilet flushing in Phase II. Excess treated sewage will be supplied to Forest Dept. & Cricket Stadium for utilization for Nursery/ Plantation development. Quantity of water requirement for construction activity will be met from existing bore wells. During Operation phase water requirement will be met from BWSSB. Water requirement is 719 KLD and to be met from BWSSB. Analysis Report of water samples from bore wells enclosed as Annexure Sewage from each house will be connected to Sewerage System. The quantity of Sewage will be 710 KLD. 2. Sewage Treatment Plants of capacity 500 KLD & 210 KLD for Phase I & Phase II will be provided respectively, to treat sewage to the standards to be prescribed by KSPCB. Green Area Provided : Sqm M/s Environment & Power Technologies Pvt Ltd, Bangalore, 21

22 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) 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). 2.7 Give details of the water requirements metfrom water harvesting? Furnish details of the facilities created. 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? 150 KLD of treated sewage will be utilized for green area / park development. 72 KLD of treated sewage will be utilized for secondary purpose like toilet flushing in Phase II. Excess treated sewage will be supplied to Forest Dept. & Cricket Stadium for utilization for Nursery/ Plantation development. NA Typical characteristics Housing colony Characteristics of Sewage From mg/l Total suspended solids 350 Volatile suspended solids 210 BOD 400 COD 600 Ammonia N 20 Organic N 40 PO 4 P 20 Sewage generation : 710 KLD Please ref EMP The runoff from outside the project area will be allowed to flow through the project site. The valley will be trained by providing drainage system and covered. The runoff from the project Area will be harvested / recharged providing recharge system. The excess will over flow from in to the drainage system of layout. There is no impact on flooding or water logging. A copy of project site Contour Map is provided as Annexure 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 Ground water table in the region is good and there will not be significant impact due to tapping of Ground water. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 22

23 competent authority, if any) 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) 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) 2.12 Will the deployment of construction labourers particularly in the peak period lead to unsanitary conditions around the project site Care will be taken to keep vegetation clearing at a minimum. Contour trenching around the construction area. Provide Good drainage system. Sedimentation basin at the lowest contour level in the project site. Activity related to Soil contamination will be spillage of oil due to repair of diesel powered construction equipments, material handling equipment, earth moving vehicles and trucks in the construction site. Such activity will not be allowed. Workmen will be educated on open defecation and disposal of plastic wastes & Cement Bags, etc. Septic tank And Soak pits will be provided for Toilets in the Temporary Housing sheds and work places. Waste disposal norms will be complied. Safety officer and project engineers are responsible to implement these mitigation measures. The Impact will be temporary, reversible and insignificant. a) Storm water will be harvested & recharged into the ground as per CPWD guidelines b) The runoff from the during construction phase will be led to holding tank to retain silt in the turbid water and over flow will be let into natural valley. c) However, such impacts would be primarily confined to the limited to actual construction yard of project area. d) During operation phase storm water from upstream side of the project, will flow through the natural valley [scientifically designed drainage system] in the without any hindrance. e) Run off from project site will flow through surface drainage and connected recharge system. The peak requirement construction labourers will be Phase I: 200 Nos each day M/s Environment & Power Technologies Pvt Ltd, Bangalore, 23

24 (Justify with proper explanation) 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) 2.14 Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use. Phase II : 450 Nos each day A labour camp will be provided on the proposed site, with adequate number of Toilets & bath rooms. Provision of sanitation facilities and waste disposal system at Temporary sheds, to construction workers will be provided. Effective site drainage system, Good Management of construction site. The workers will be educated on open defecation, disposal plastics, Cement bags, Spillage oil, Paint, any Chemicals used at plant site and they are stored as per Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 amended The Impact will be temporary, reversible, site specific and insignificant During Construction period: Toilets & bath rooms : Septic tank & Soak pits During Operation phase. Sewage will be collected through Sewerage system and Treated in STPs to meet the KSPCB norms. Excess sludge will be used in green area. STP Flow Diagram is provided as Annexure 10 Phase I envisages construction of 1 BHK houses to be distributed to Economically Weaker Section (EWS). In order to keep cost of construction low and feasible for EWS, dual piping system is not planned. Normally dual piping system is not provided for 1 BHK/EWS houses For Phase II houses 2 BHK and 3 BHK houses dual piping system will be provided and it is planned to utilize 72 KLD of treated sewage in the system. 3. Vegetation 3.1 Is there any threat of the project to the Biodiversity? (Give a description of the local ecosystem with it's unique features, if any) The proposed project site is barren Government land and hence no threat to the Bio diversity. However due to implementation of the project, Green area / landscape will be M/s Environment & Power Technologies Pvt Ltd, Bangalore, 24

25 3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) 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). developed. It is positive impact from barren land, and soil erosion environment to 17 % green area. Landscape Plan is provided as Annexure 11 No clearing of vegetation is required. Road side Tree plantation, within the Project Area will be carried out. Local species which will become accustomed to local environment will be selected by Forests wing of BDA & carry out works. Please ref EMP for details & Green area lay out 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. 4.2 Any direct or indirect impacts on the avifauna of the area? Provide details. 4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna' 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) No No NA Due to the operation of proposed construction, no significant increase in the load of atmospheric gases. DG set is the only possible source of emission. The emission will be dispersed with adequate height of stack. The heat island effect will be minimized by green belt development M/s Environment & Power Technologies Pvt Ltd, Bangalore, 25

26 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. 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. 5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. 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. Due to movement of vehicles, diesel powered construction equipments and material handling equipments, generation of SPM, NOx, and CO is expected. In this connection vehicle movement will be restricted, only authorized vehicles will enter construction site Vehicles having emission test Certificate will be permitted to enter the premises. In order to suppress fugitive dust, wetting of roadways to reduce traffic dust will be encouraged The impact due to movement of vehicle would be temporary, reversible and restricted to the construction phase. The impact will be confined within the project boundary and its effect is expected to be negligible outside the plant boundaries. The Impact is site specific, within core area, reversible and insignificant. (i)parking space as per the requirement will be provided. Parking requirement BBMP by-law on car parking has been complied. (ii) Bell mouthed entrance to SH is proposed to improve management of traffic at the entry point to project site. (I) 12-15m wide Main Roads connects various blocks [Phase I & Phase II buildings] (II) Cross Roads of 6 & 9 m wide Roads are planned for Phase I and Phase II respectively. (III) 12 m wide Road connects the Project site to 30 m wide road connecting Tumkur Road (NH 4) and Dasanapura which is 300 m away. The main entrance to the project area has wide open entry & Exit. There is no hindrance to traffic movement at the entry or exit point (I) Housing Project area is beyond 3 Km from main traffic Road- NH 4 (II) Road humps will be provided to restrict vehicles speed. (III) No noise / vibration from main traffic, as the main source of traffic noise 3 Km away. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 26

27 (IV) Noise enclosure DG sets will be housed in the building (V) Ground vibrations produced by road traffic are unlikely to cause perceptible structural vibration in properties located near to wellmaintained and smooth road surfaces (vi)a low noise road surface is a potential way of controlling road traffic noise "at source". The most common variant of low noise road surface is porous asphalt, which is generally considered to offer noise level reductions of the order of 2 to 3 db(a). (vii)the simplest form of mitigation measure is a noise barrier. 5.6 What will be the impact of DG sets & other equipment 0/1 noise levels & vibration in & ambient air quality around the project site? Provide details. Mitigation measures : The proposed activity is Building Construction, and no demolition activity. No blasting Activity is required. The following noise control measures during construction phase will be implemented. - Working hours will be restricted for noise generating activities. - Proper maintenance of construction vehicles and other construction equipment; - Vehicles having valid emission Certificate from the competent authority will be allowed to enter the project site. The security personnel at the security gate will ensure the same; - Proper mufflers on all road vehicles & construction heavy equipment; - Providing ear mufflers for workers in critical jobs; - The diesel generator sets will be provided with integral acoustic enclosure at the manufacturing stage itself & housed in side a temporary building; - Noise limits for DG sets- The maximum permissible sound pressure level for new diesel generator (DG) sets with rated capacity up to 1000 KVA, manufactured on or after the 1st July, 2003 shall be 75 db(a) at 1 metre from the enclosure surface. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 27

28 6. AESTHETICS 6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these consideration taken into account by the proponents? 6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? 6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. 6.4 Are there any anthropological or archaeological sites or artefacts nearby? State if any other significant features in the vicinity of the proposed site have been considered. 7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any change to the demography structure of local population? Provide the details. 7.2 Give detail of the existing social infrastructure around the proposed project. 7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? - Enclose Air compressors; - Noise due to traffic during construction period in the project will be insignificant, as number of vehicles movement will not be insignificant No obstruction of a view, scenic amenity or landscapes due to establishment of Housing colony. Hence no impact There is no existing structure with in the premises Hence no impact NA No such anthropological or archaeological sites are existing in the vicinity of site. It is a housing project. Total population likely in the proposed housing project will be 7992 Change demography structure of the area may be in significant. i m wide Main Roads connects various blocks [Phase I & Phase II buildings] ii. Cross Roads of 6 & 9 m wide Roads are planned for Phase I and Phase II respectively. iii. 12 m wide Road connects the Project site to 30 m wide road connecting Tumkur Road (NH 4) and Dasanapura which is 300 m away. The main entrance to the project area has wide open entry & Exit. There is no hindrance to traffic movement at the entry or exit point No adverse impact on local communities, as no disturbance to sacred sites or other cultural values. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 28

29 8. BUILIDING 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) 8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? As the scheme envisages providing 1 BHK, 2 BHK, and 3 BHK houses for EWS LIG & MIG section of population, Simple solar passive techniques such as optimum building orientation, arrangement and shape of buildings, effective surface to volume ratio, proper location and size of opening, glazing type, shading of windows and judicious selection of building materials are considered in the design. Due to movement of vehicles, diesel powered construction equipments and material handling equipments, generation of SPM, NOx, and CO is expected. In this connection vehicle movement will be restricted, only authorized vehicles will enter construction site Vehicles having valid emission Certificate from the competent authority will be allowed to enter the project site. The security personnel at the security gate will ensure the same. In order to suppress fugitive dust, wetting of roadways to reduce traffic dust will be encouraged The impact due to movement of vehicle would be temporary, reversible and restricted to the construction phase. In this regard project engineers will be responsible for maintain Air quality during construction period Abatement of Noise 1. Limit certain activities such as blasting and pile driving to daylight hours 2. Noise generating construction activity will be restricted from 8 to 18 hrs. 3. Heavy duty muffler systems on heavy equipment. 4. DG set will be installed as a stand power supply unit, which is also encapsulated & housed in side a temporary building. 5. Air compressors will be located away M/s Environment & Power Technologies Pvt Ltd, Bangalore, 29

30 from the concentration of workers. 6. Proper maintenance of construction vehicles and other construction equipment. The impact will be confined within the project boundary and its effect is expected to be negligible outside the plant boundaries. Architects, engineers and will be responsible to implement these points during construction phase. 8.3 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. Please refer EMP 9. ENERGY CONSERVATION 9.1 Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? Power requirement during Operation phase : 2500 KVA Source of Power supply : BESCOM Energy consumption per Sqm of built up area : KVA 9.2 What type of, and capacity of, power back up to you plan to provide? 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? 9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Phase I DG Set KVA DG Set KVA DG Set-3 85 KVA DG Set-4 25 KVA DG Set-5 15 KVA Phase II DG Sets 2x62.50 KVA No glass is proposed for enhancing façade architecture. Non air conditioned buildings are proposed in which windows are typically left open. Therefore no need to use double glazing Passive Solar architectural features that are used in the building are as follows, which will satisfy the design and construction of a M/s Environment & Power Technologies Pvt Ltd, Bangalore, 30

31 building in warm and wet climate. a) Adequate cross ventilation to occupied areas of a house, doors and windows are provided on both windward and leeward sides of the building. b) Open planning and wide free spaces between buildings, courtyard planning between buildings to achieve good ventilation. In general it is envisaged that provision of continuous and efficient natural ventilation, protection from the sun, rain and insects, prevention of internal temperature to rise during day through right building envelope. 9.5 Does the layout of streets & buildings maximise 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. 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? 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 Airconditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications. 9.8 What are the likely effects of the building activity in altering the micro-climates? Provide a self assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects? 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. It is envisaged to provide solar hot water systems, for top floor dwelling Yes, shading technique is effectively used to reduce cooling/heating loads in while planning building. Non air conditioned buildings are proposed, as it is envisaged to provide affordable Housing to EWS, LIG & MIG category of Society by BDA 1. It is Housing Project. 2. Altering micro climate may be in significant. However as mitigation measure Green area, open space are provided. The material proposed to be used and the U- values or the R values of the individual components will meet the norms thermal characteristics Attributes of the building envelope Roof U R-2.1 external U Reference As Manual norms per on and M/s Environment & Power Technologies Pvt Ltd, Bangalore, 31

32 9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics 9.12 What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration 9.13 To what extent the non-conventional energy technologies are utilised in the overall energy consumption? Provide details of the renewable energy technologies used. 10 Environment Management Plan The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire. walls R standards Fenestration U R-0.25 for environment clearance of large construction projects MOEF NOC from Department of Fire Force is not required since the apartments are G+3 and G+1 floors. Maximum height of Building is m. However sufficient Fire hydrants will be placed as per Norms. NA NA Solar Water Heater for all Top floor houses. Solar Street Lighting EMP Enclosed M/s Environment & Power Technologies Pvt Ltd, Bangalore, 32

33 List of Enclosures RTC of the project Annexure 1 Topo Map of the Project Annexure 2 Site Plan Annexure 3 Contour Map Annexure 4 Proposed land use with Development/ Revised Master plan Annexure 5 Government Letter dated Annexure 6 Geotechnical Investigation Report Annexure 7 BWSSB letter regarding supply of water Annexure 8 A village map showing The Project site, vide survey number Annexure 9 STP flow diagram Annexure 10 Landscape Plan Annexure 11 Water Analysis Report Annexure 12 Construction safety aspects Annexure 13 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 33

34 Environmental Management Plan Construction of 1 BHK (Phase I),2 BHK & 3 BHK (Phase II) Housing Project at Survey No.113,114,115of Alur village, Dasanapura Hobli, Bangalore North Taluk by Bangalore Development Authority [BDA] M/s Environment & Power Technologies Pvt Ltd, Bangalore, 34

35 Contents Sl. Contents Page No. No. 1.0 Introduction Project Proponent Disclosure of NABET Accreditation Brief Description of the Project Project Location Brief description of the Project Photograph of Project site View of the Project after Construction Permissions and Clearances Environmental settings of Project site Details of Site and Information related environment setting with in 10 Km 14 radius of the project 5.2 Ecologically settings of Project site Environmental Impacts on Project Land and its surrounding developments 16 and vice-versa 6.0 Water Balance Chart with a view to promote waste water treatment, 17 recycle, reuse and water conservation. 6.1 Fresh water requirement, Sewage quantity Waste Water Treatment and its details including target standards Alterations in the natural slope and drainage pattern and their 21 environmental impacts on the surroundings. 8.0 Ground water potential of the site and likely impacts of the project Solid Waste Management during construction and post construction phases Air Quality and Noise Levels; likely impacts of the project during 27 construction and operational phases Energy requirements with a view to minimize power consumption and 28 promote use of renewal energy sources Traffic Circulation System and connectivity with a view to ensure adequate 29 parking, conflict free movements, Energy efficient Public Transport Green Belt/Green cover and the Landscape Plan Disaster/Risk Assessment and Management Plan Socio Economic Impacts of the project and CSR Environnemental Management Plan [EMP] Water Requirement Impact of DG sets Rain water harvesting system Implementation of mitigation measures Environmental Costs Litigation 40 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 35

36 Tables Sl. Contents Page No. No. 1 Brief description of the Project 6 2 Permission / Approval/ NOC for the Project 13 3 Configuration of Building and height of Apartments 13 4 Environmentally Sensitive Areas 14 5 Ecologically Sensitive Areas 15 6 Geographical information 15 7 Current Land Use of the Proposed Project Site Area 16 8 Human Settlement (Within 5 km from the project boundary) 16 9 Fresh water requirement & Sewage Quanity Quality of Treated Sewage Composition of Municipal Solid Waste Electrical Power Parking Requirement Green Parks List of trees proposed Implementation of Mitigation measures Frequency of Monitoring Of Pollutants Cost of environmental protection measures 40 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 36

37 Figures Sl. Contents Page No. No. 1 Google image showing the location of the Project site showing approach 4 Road 2 Water & Waste water Balance-Phase I 21 3 Water & Waste water Balance-Phase II 22 4 Rain Water Harvesting Design 39 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 37

38 Annexures RTC of the project Annexure 1 Topo Map of the Project Annexure 2 Site Plan Annexure 3 Contour Map Annexure 4 Proposed land use with Development/ Revised Master plan Annexure 5 Government Letter dated Annexure 6 Geotechnical Investigation Report Annexure 7 BWSSB letter regarding supply of water Annexure 8 A village map showing The Project site, vide survey number Annexure 9 STP flow diagram Annexure 10 Landscape Plan Annexure 11 Water Analysis Report Annexure 12 Construction safety aspects Annexure 13 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 38

39 1.0 Introduction The Ministry of Environment and Forests Government of India in its Office Memorandum number /2008-IA. III dated June 19, 2013 has directed that in order to meet the stipulated timelines, to avoid duplication of work, and to speed-up the process of scrutiny, SEIAA/SEAC may only focus on the following thrust areas of environmental sustainability while appraising the 'Building and Construction' and 'Township and Area Development' projects. a) Brief Description of the Project in terms of location and surroundings. b) Environmental Impacts on Project Land and its surrounding developments and viceversa c) Water Balance Chart with a view to promote waste water treatment, recycle, reuse and water conservation. d) Waste Water Treatment and its details including target standards. e) Alterations in the natural slope and drainage pattern and their environmental impacts on the surroundings. f) Ground water potential of the site and likely impacts of the project. g) Solid Waste Management during construction and post construction phases. h) Air Quality and Noise Levels; likely impacts of the project during construction and operational phases. i) Energy requirements with a view to minimize power consumption and promote use of renewal energy sources. j) Traffic Circulation System and connectivity with a view to ensure adequate parking, conflict free movements, Energy efficient Public Transport. k) Green Belt/Green cover and the Landscape Plan. l) Disaster/Risk Assessment and Management Plan, m) Socio Economic Impacts of the project and CSR n) EMP during construction and operational phases. o) Any other related parameter of the project which may have any other specific impact on environmental sustainability and ecology It also suggested that The SEIAA/SEAC need not focus on the other issues which are normally looked after by the concerned local bodies/ State Government Departments/SPCBs Accordingly this report EMP is prepared based on the above direction M/s Environment & Power Technologies Pvt Ltd, Bangalore, 39

40 2.0 Project Proponent Organization Bangalore Development Authority [BDA] is the Planning Authority under the Karnataka Town and Country Planning Act BDA is a statuary body for drawing up development plan on town planning schemes in Bangalore Metropolitan Area. The BDA Act envisages the following development functions to BDA. Planning and implementation of schemes to provide for Residential sites, commercial sites, Industrial sites, Civic Amenity sites, Parks and playgrounds. Construction of Commercial complexes. Construction of houses for Economically Weaker Sections, Low Income Group, Middle Income Group, High Income Group. Development of major infrastructure facilities. BDA Commissioner is the Project Proponent. The Mission & vision of BDA are: To transform Bangalore to an ideal global destination with high quality infrastructure, better quality of life by ensuring sustainable and planned development based on effective monitoring, regulation, through participatory and innovative approach. Plan, regulate, control, monitor and facilitate urban development in Bangalore Metropolitan Area, to ensure sustainable and orderly growth. 3.0 Disclosure of NABET Accreditation MOEF Government of India published official Memorandum in Letter No.F.No.J.11013/77/2004-IAII(1) dated 2 nd Dec 2009 and in Letter of Even number dated 18 th Mar 2010 making NABET Accreditation mandatory for consulting companies. EPTPL has filed a writ petition number 34120/2013 on 31 st July 2013 challenging the above two notifications of MOEF GOI. The application was linked to existing writ petition no /2012 dated 13 th Apr 2012 filed by Sri. Nanda Kishore for which the Hon ble High Court had issued a stay order. The Honorable High Court granted stay order on the Operation of OM of MoEF dated & , on 6 th Aug 2013 to Environment and Power Technologies Pvt Ltd. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 40

41 4.0 Brief Description of the Project in terms of location and surroundings. 4.1 Project Location The project is proposed to be established in the Survey No.113,114,115 of Alur village, Dasanapura Hobli, Bangalore North Taluk by Bangalore Development Authority [BDA], for distribution of among public. The Project site has been classified as Residential / commercial within the Mutation Corridor where a residential Development is permissible as per the revised Master Plan for Bangalore A copy of the RMP is provided as Annexure 5. The location of project site is marked on the Indian Topo map no 57 H/5, H/9, 57 G/8 & G/12 (1:50000 scale) showing 10 Km & 15 Km radius is provided as Annexure 2. As could be seen from the Topo map, there are no environmentally sensitive areas within 5 km radious. Google image showing the location of the Project site showing approach Road & other details is provided as Fig.1 The BDA has prepared a conceptual plan for the said housing project. A copy of the conceptual project plan is provided as Annexure 3. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 41

42 Fig.1 : Google image showing the location of the Project site showing approach Road 4.2 Brief description of the Project It is the policy of the State of Karnataka to build and allot Residential dwelling Houses to LIG, MIG group of People, to meet its social obligation. In this connection Karnataka State Government has allotted Government Land to BDA at Survey No. 113,114 & 115 of Alur village, Dasanapura Hobli, Bangalore North Taluk by Bangalore for construction of 1BHK, 2BHK & 3BHK Housing Project for distribution to public. Based on the Conceptual plan the total Built up area works out to 1,23, Sq mtrs. The details are given below M/s Environment & Power Technologies Pvt Ltd, Bangalore, 42

43 Attributes Site Area Sqm Built up area in Sqm Phase 1 58, , Phase 2 1,11, , Total 1,70, ,23, A Brief description of the Project, Geographical information, and Current Land Use of the Proposed Project Site Area (in ha) are in the furnished in the following Tables. Table1 : Brief description of the Project Attributes sidential Building details Description No. of Blocks / Units Phase I No. of Blocks 47.5 No. of Units 1520 Landscape area: Water Requirement Waste Water: Municipal Solid Waste Management Power: Phase II No. of Units Type Units Type Units Type Units Total 452 Source of Water : BWSSB Water Requirement Phase I: 547 KLD Phase II: 172 KLD Total : 719 KLD Sewage Quantity Phase I : 438 KLD Phase II : 210 KLD For Phase I 500 KLD Sewage Treatment Plant will be established with tertiary treatment facility. For Phase II 210 KLD Sewage Treatment Plant will be established with tertiary treatment facility. Reuse of treated sewage for Green Cover: 105 KLD Reuse of treated sewage by providing dual pipe system for Phase II: 72 KLD Balance excess Qty will be supplied to Forest Dept/Cricket Stadium for utilization in Nursery/Greenbelt development. Total waste generated Phase I: 3040 kg/day Phase II: 956 kg/day Organic waste will be treated in organic convertor and the product used as manure. Source : BESCOM Phase I Power Requirement: 1250 KVA M/s Environment & Power Technologies Pvt Ltd, Bangalore, 43

44 DG sets : 500 KVA Road width in front of the Project site Vehicle Parking proposed Phase II Power Requirement: 1250 KVA DG sets : 125 KVA Road width mtrs Phase I Car Parking : 500 Phase II Car Parking Required : 497 Provided : 500 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 44

45 4.3 Photographs of Project site M/s Environment & Power Technologies Pvt Ltd, Bangalore, 45

46 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 46

47 4.4 View of the Project after Construction Phase I M/s Environment & Power Technologies Pvt Ltd, Bangalore, 47

48 Phase II Type 1 Type 2 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 48

49 Type Permissions and Clearances The State Government vide its GO Letter dated has allotted acres of Government land to BDA in survey Nos.113,114,115 of Alur Village, Dasanapura Hobli, Bangalore North Taluk and directed BDA to construction dwelling Houses for distribution among LIG and MIG population. A copy of the GO is provided as Annexure 6. The Deputy Commissioner of Bangalore district has handed over the said acreage of land to BDA. The said property is in the name of BDA, vide RTC copy is provided as Annexure 1. In this course BDA is taking action to obtain Permission / Clearances from the following Statutory Authorities / Government Department Table 2 : Permission / Approval/ NOC for the Project Sl. Attributes Authority Status No. 1 Layout Plan Approval Bangalore Development Authority Complied with 2 Land Use Conversion District Collectorate, Bangalore Complied with Certificate 3 Environmental Clearance State Environmental Impact Applied for EC from Assessment Authority [SEIAA] SEIAA 4 Consent for Establishment of Housing Project Karnataka State Pollution Control Board applied M/s Environment & Power Technologies Pvt Ltd, Bangalore, 49

50 5 No Objection Certificate Bangalore Electricity Supply BDA has approached for Power Connection Corporation (BESCOM) BESCOM for the same 6 Water Supply BWSSB BDA has sought approval of State Govt to get water Supply from BWSSB Building height Configuration of Building and height of Apartments of different category is furnished in the following table. Table 3 : Configuration of Building and height of Apartments Type of blocks No. of floor No. of Blocks No. of Ht of Building units 1 BHK G m 2 BHK Type 2 G m 3 BHK Type 1 G m 3 BHK Type 3 G m As per the definition of height of building in the BBMP by law, It is the vertical distance measured, in the case of flat roofs from the average level of the site to the top of the roof, Architectural features, serving no other function except that of decoration shall be excluded for the purpose of measuring height. Water tank, chimneys, lift room, stair case room, and parapet are also excluded for the purpose of measuring height. Considering the above definition the Max.Ht of Building will be Mtrs. According to BBMP by law clause 9.2, & table 5, Building having 50 mtrs height or more, an exterior spaces / Open space to be left on all the sides shall be 6 mtrs. 5.0 Environmental settings of Project site 5.1 Details of Site and Information related environment setting with in 10 Km radious of the project Table 4 : Environmentally Sensitive Areas Sl. Attributes Information No. 1. Archaeological monuments/sites None with in 10km radius 2. Monuments of national significance, World Heritage Sites 3. Scenic areas 4. Hill resorts/mountains/ hills M/s Environment & Power Technologies Pvt Ltd, Bangalore, 50

51 5. Habitat for migratory birds 6. Zoological gardens 7. Beach resorts 8. Health resorts 9. Gulf areas 10. Areas of scientific and geological interests 11. Defense installations, especially those of security importance and sensitive to pollution 12. Cyclone, Tsunami prone areas (based on last 25 years); 13. Border areas (international) International Border : Not applicable 14. Natural lakes, swamps Seismic zones, tribal settlements No Natural Lakes in the buffer area. Seismic Zones II No tribal settlement with in 10 Km radius 15. Lakes, reservoirs, dams No within the buffer Area. 16. Streams/rivers/estuary/seas Nil 17. Railway lines Yes. Minor District Road cut across the Rail way boundary and BDA property. 18. Highways National High way No Urban agglomeration Bangalore City 5.2 Ecologically settings of Project site Environmental Sensitive attributes in 10 Km radius are identified and information furnished in following table. Table 5 : Ecologically Sensitive Areas Sl. No. Attributes Remarks 1. National Parks None attributes fall within Wild life sanctuaries/game reserve Km radius from the project 3. Tiger Reserve/Elephant reserve/turtle nesting boundary. ground 4. Breeding grounds 5. Core zone of biosphere reserve 6. Habitat for migratory birds 7. Mangrove area/ area with threatened (rare, vulnerable and endangered) flora fauna. 8. Protected corals None attributes fall within 10 Km radius from the project boundary. 9. Wet lands 10. Zoological gardens 11. Gene banks 12. Reserved forests 13. Protected forests 14. Any other closed/protected area under the Wild M/s Environment & Power Technologies Pvt Ltd, Bangalore, 51

52 Life (protection) Act, 1972, any other area locally applicable Table 6 : Geographical information Latitude [ center point of Site ] Longitude Total area envisaged for setting up of project (in ha) Nature of terrain (hilly, valley, plains, coastal plains etc) Nature of soil (sandy, clayey, sandy loam etc) Seismic zone classification Does the site falls under CRZ classification Land usage of the proposed project site Phase I Total land : 5.87 Ha or Sqm Phase II Total land : 27 Acres 24 Guntas or Ha or Sqm Plain Silty sand with clay Zone II Main land, NA Dry barren land Table 7 : Built up land Agricultural land Forest Wastelands Water bodies Others Total Current Land Use of the Proposed Project Site Area (in ha): Nil Nil Nil Nil Nil Table 8 : Human Settlement (Within 5 km from the project boundary) Village Distance in Km Number of households Population Huskur Alur Govindapura Sasveghatta Kumbarhalli Bilijaji Hesaraghatta Kammasandra Kadaranahalli Dodbele Nellukunte Channasandra Sonnenahalli Dibburu Channanahalli Nagarur Dasanapura M/s Environment & Power Technologies Pvt Ltd, Bangalore, 52

53 Makal Lakshmipura Lakkenahalli Madanayakanahalli : Environmental Impacts on Project Land and its surrounding developments and viceversa The State Government has allotted & transferred an extent of Ha of its land to BDA for Construction of 1 BHK(Phase I),2 BHK & 3 BHK (Phase II) Housing Project at Survey No.113,114,115 of Alur village, Dasanapura Hobli, Bangalore North Taluk Bangalore. No Forests land or Gramathana area is part of the proposed project site. The land is not in the village limit. No house oustees are involved. As it is Government land handed over to BDA no Rehabilitation & Resettlement issues will arise. No impact on Land looser. The project site is located 3 Km from NH 4. The road in front of the project site will be 12 Mtrs wide and connected to 30 Mtrs wide Road connecting Dasanapura and Tumkur Road (NH 4) On the project site there are no trees/ greenery existing, hence no impact on the Biodiversity. The surrounding area is being developed as per RMP -15. A number of Building construction activities could be seen. 6.0 Water Balance Chart with a view to promote waste water treatment, recycle, reuse and water conservation. Water requirement during Construction Phase will be about 50 KLD for construction activity and about 20 KLD for domestic purpose by Project workers. The construction water will be sourced from existing bore wells or tertiary treated Sewage, if available in the nearby area. Domestic water requirement will be from existing bore wells. Water requirement during Operation phase for the Housing colony is estimated based on 135 LPCD [Fresh water 90 LPCD + recycled water for toilet flushing 45 LPCD]. Water requirement & other details has been worked out and furnished in the following table M/s Environment & Power Technologies Pvt Ltd, Bangalore, 53

54 6.1 : Fresh water requirement, Sewage quantity Table 9 : Fresh water requirement & Sewage quantity Phase I Attributes Information Number of Houses 1520 Number of Persons in each house, 4 Population 6080 Per Capita Consumption of Fresh water 90 LPCD Sources of Fresh water BWSSB Fresh Water requirement 547 KLD Quantity of Sewage generation 438 KLD Green area available use of Treated sewage 8807 Sqm Proposed Tertiary treated Sewage for watering of green area 45 KLD Balance water available is supplied to Forest Dept & Cricket 408 KLD Stadium for utilization for Nursery/ Plantation Phase II Attributes Information Number of Houses 452 Number of Persons in each house, 4.23( avg) Population 1912 Per Capita Consumption of Fresh water 90 LPCD Sources of Fresh water Fresh Water requirement Quantity of Sewage generation Green area available use of Treated sewage Proposed Tertiary treated Sewage for watering of green area Balance water available is supplied to Forest Dept & Cricket Stadium for utilization for Nursery/ Plantation BWSSB 172 KLD 138 KLD Sqm 105 KLD 33 KLD M/s Environment & Power Technologies Pvt Ltd, Bangalore, 54

55 Fig.2 : Water & Waste Water Balance Phase I Fresh Water requirement for 6080 Population at 90 LPCD = 547 KLD 20 % Evaporation Loss Sewage Generation 438KLD STP (Secondary & Tertiary Capacity 500 KLD Treated Water Collection Tank 408 KLD Greening & Tree Plantation 30KLD 408 KLD To natural valley/sale to contractors) M/s Environment & Power Technologies Pvt Ltd, Bangalore, 55

56 Fig.3: Water & Waste Water Balance Phase II Fresh Water requirement for 1912 Population at 90 LPCD = 172 KLD 20 % Evaporation Loss Sewage Generation 138KLD Toilet Flushing 72 KLD Greening & Tree Plantation STP (Secondary & Tertiary Capacity 210 KLD 72 KLD 72 KLD 105 KLD Treated water Collection Tank 210 KLD 33 KLD Supply to Forest Dept & Cricket Stadium for utilization for Nursery / plantation M/s Environment & Power Technologies Pvt Ltd, Bangalore, 56

57 6.2 Waste Water Treatment and its details including target standards. Sewage will be treated in the Activated Sludge system based on extended aeration principle followed by Tertiary treatment. Two STPs of capacity 500 KLD and 210 KLD will be established in Phase 1 & Phase 2 respectively. The flow sheet is furnished below a) Sewage generated will be treated, and used for secondary flushing by providing dual plumbing system in Phase II & greenery development & maintenance. b) Tertiary treated excess waste water Supply to Forest Dept & Cricket Stadium for utilization for Nursery / plantation. The parameters of treated sewage is furnished in the following table Table 10 : Quality of Treated Sewage Parameters Tolerance limits BOD mg/lit Less than or equal 10 ph 6 to 9 Turbidity Less than or equal to 2 E- coli Nil 7.0 Alterations in the natural slope and drainage pattern and their environmental impacts on the surroundings. As could be seen from contour map of the project site, the land is gently sloping from North Eastern quadrant to South Western side. NW maximum contour is mtrs and SW maximum Contour is mtrs. There are no valleys or well defined natural drainage system exists in the project site. No run off from outside the project site will enter project site. It is not envisaged to alter the existing natural slope and drainage system. But the Rain water will be harvested and recharged into ground, to that extent change in natural drainage pattern will be altered. In view of the above impact on drainage pattern & on the surrounding area if any will be insignificant During Operation phase. 8.0 Ground water potential of the site and likely impacts of the project. There are 8 Borewells in Phase I and 4 Nos. in Phase II are existing bore wells in the project site. Ground water will not be used during operation phase. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 57

58 The source of potable water during Operation period will be from BWSSB. It is also envisaged to provide rain water recharge system. The potential impact on ground water will be positive, as re-charge of rain water will be done without the extraction of ground water. 9.0 Solid Waste Management during construction and post construction phases. 9.1 During construction. The solid waste generated during Construction phase include 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, replant trees, shrubs. Gross segregation of construction into roadwork materials, structural building material, salvaged building parts and site clearance wastes is necessary. Additional segregation is required to facilitate reuse/ recycling. Construction contractor will have plan for waste management for Collection, segregation & disposal of Solid waste generated at Construction site. Builders are required to keep space reserved for waste storage, collection, and segregation in site planning and architectural designs. Recyclable waste will be recycled or sell it to end users. The other waste can be used as land fill or Landscaping 9.2 During Operation phase Waste, generated by residential buildings is generally from kitchen, paper and dusting. Waste generation can be broadly classified under three categories. a) Waste generated by building during its maintenance - These waste can further be classified into daily wastes and long term wastes. Dust deposition is very common phenomenon in hot dry climatic zones. Daily some amount of dust is deposited over the floor and furniture surfaces. The long term waste include broken parts of components of building, e.g., glass pieces, electric fixtures like fused bulbs, tube lights, batteries, rotten parts of door window frames, used carpets, and damaged furniture. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 58

59 b) Waste generated by landscape areas- These wastes include litter, garden trimmings, mowing etc. c) Waste generated by users- Domestic wastes food leftovers, vegetable peels, plastic, house sweepings, clothes, ash, etc. commercial waste generally comprises of paper, cardboard, plastic, wastes like batteries, bulbs, tube lights etc. Three-bin system is a good option for segregation at household level. Storage facilities shall be created and established by taking into account quantities of waste generation in a given area and the population densities. A storage facility shall be so placed that it is accessible to users, within a radius of 25 meter from the source. Local authorities should provide different colored bins for different categories of waste. Garbage generation during Operation phase will be x 7992(population) = Kg per day. Table 11 : Composition of Municipal Solid Waste (Source : MoEF) Description Percent by Weight Vegetable, Leaves Grass 3.80 Paper 0.81 Plastic 0.62 Glass/Ceramics 0.44 Metal 0.64 Stones/Ashes Miscellaneous Source: Management of Municipal Solid Waste, CPCB,MOEF. Procedure of segregation of waste is furnished in the following: Segregate Waste at Home (1) Unless the context otherwise requires, the following shall be understood as definitions under this Notice. a) Wet Waste Includes cooked and uncooked food (Vegetarian and Non Vegetarian), fruit and flower waste and small quantities of fallen leaves and similar compostable material. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 59

60 b) Dry Waste Includes all types of recyclable waste like paper, plastic, wood, rubber, metals, fabrics, glass, metal objects, wire, cloth Rag, Leather, Rexin, Rubber, furniture, thermocol (expanded polythene). c) Garden Waste Includes fallen leaf sweepings, large trimmings of branches, lawn trimmings and weeds in quantity. d) Debris and Rubbish (also called Inert) 7Includes dust, road sweepings, drain silt, ashes, broken bricks, mortar, broken glass, construction and demolition waste (C & D waste) and similar non-compostable and nonrecyclable wastes. e) Sanitary Wastes Includes used menstrual cloths, sanitary napkins, disposable diapers, bandages and any material that is contaminated with blood and the like. f) Household Hazardous Wastes (HHW) Do not include industrial or trade wastes but refer to toxic wastes like tube lights, CFL bulbs and fluorescents, batteries and button cells, cleaning agents, paints, oils, solvents, chemical cosmetics, insecticides and their containers, discarded medicines/syringes/needles/thermometers, e-waste like computer parts. g) Occupier includes owners or any person for the time being paying or liable to pay to the owner the rent or any portion of the rent of the (vacant land or building) or part of the same. (2) All occupiers shall keep all types of waste and discards within their premises until collected by authorized persons as described below. (3) They shall not mix Wet Waste with any other types of waste. This wet waste shall be handed over daily to specified wet waste collectors at specified times. The BBMP undertakes to provide for daily collection of such wet waste at the gate or doorstep of M/s Environment & Power Technologies Pvt Ltd, Bangalore, 60

61 such premises or, in the case of narrow unapproachable premises at the nearest designated access point. (4) All wet waste shall be unloaded directly into the bins or vehicles brought to the occupier s doorstep or nearest access point. No wet waste shall be handed over inside plastic bags or non-biodegradable bags. If wet waste is offered in plastic bags the wet waste collectors are here by authorized and instructed by the BBMP to refuse to accept it or to insist that the occupier hand over the wet waste after removing the plastic bag. (5) Occupiers shall retain unwanted Dry wastes within their premises to be handed over to specified Dry waste collectors on specified days of the week or month to be intimated ward wise to all occupiers. (6) Occupiers may also personally deliver their Dry wastes to any of the Dry Wastes to any of the Dry waste collection centers (DWCCs) setup or authorized by BBMP. (7) Garden Waste will be collected from residential premises on specified days of the week or month by authorized persons. It may also be delivered by residents to the nearest specified park for decentralized composting. (8) Debris, Rubbish and Inerts will be collected on request against charges to be specified. Inerts (especially C&D waste) lying uncollected for over a month will be removed by the BBMP during monthly. Ward wise cleaning drives and the cost of such removal will be collected along with property tax from the occupier of the site. (9) Sanitary Wastes from individual family occupiers may be handed over daily along with the wet waste suitably wrapped in newspaper and marked with a red cross. (10) Household Hazardous wastes shall be retained within the premises until collected quarterly or earlier on specified dates. They may also be deposited at designated HHW collection points which will be intimated to the public from time to time. (11) No wastes of any kind shall be deposited at any time by occupiers on the streets, public spaces or vacant sites, and violations will attract fines. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 61

62 9.3 Hazardous Waste Source of Hazardous waste generation will be from waste oil from DG sets. The waste Oil will be collected & Stored in Barrels in vertical position on metal pellet protected from Rain & run off. The waste will be off loaded to KSPCB Authorised Agents The impact will be insignificant as per Hazardous waste rules, Authorization will be obtained from KSPCB Air Quality and Noise Levels; likely impacts of the project during construction and operational phases. During Construction phase use of heavy machineries, Transport vehicles and DG sets are the major sources of noise and air pollution. The following dust mitigation measures in the Core area, will be undertaken Authorized vehicle only will enter the project site. Vehicle speed limit will be restricted to 20KMPH. Vehicles having Emission certificate from RTO will be allowed to enter the premises. While unloading aggregates like jelly water spray will be practiced. Proper un loading procedure of goods from trucks, by spraying water while unloading jelly, etc Proper maintenance of construction vehicles and other construction equipment as per vehicle maintenance Manual will be carried out. Unpaved roads will be water sprinkled at regular intervals to reduce traffic dust. Burning of refuse on days when meteorological conditions provide for good mixing and dispersion. No odorous fumes or other Hazardous gases from construction site are expected. Regarding Noise mitigation, the following will be carried out. Noise generating activity will be limited from 8.00 AM to 6.00 PM Along the periphery of project, boundary wall will be erected, which will act like barrier to outside the Project area. Noise enclosures for DG sets M/s Environment & Power Technologies Pvt Ltd, Bangalore, 62

63 Personnel Protective Equipment [PPE] will be provided and ensured that they are used at work place. Vehicle maintenance, only authorized vehicle will be allowed inside the plant site. The impact will be insignificant, if any it will be within the core area that can be reversible after construction phase Energy requirements with a view to minimize power consumption and promote use of renewal energy sources The Housing Project is meant for distribution to public by BDA. No centralized Air condition or Swimming pool is proposed in the project. Single glazed glass will be used for windows. No glass is used for enhancing Façade architecture. Power requirement during Operation period will be 1250 KVA Electrical Power supply proposed is as indicated in the following table Table 12 : Electrical Power Power Requirement DG Sets Source Phase I 1250 KVA 500 KVA Phase II 1250 KVA 100 KVA BESCOM 11.2 Energy Conservation Measures Use of CFL/LED bulbs will be insisted in the residential dwellings Sodium vapor Lamps /LED Lamps will be used for Street lights Solar water heater facility will be given to top floor apartments Use of virgin wood and other building materials with high embodied energy will be Minimized Building materials with high recycle content will be used The building materials will be made available regionally within 250 miles radius from the project site Various measures such as protection of soil for reuse for landscaping, barricading to prevent dust, soil and debris movement beyond site to neighboring areas during site planning shall be done Treatment of wastewater on-site and reuse for landscaping, flushing and greenbelt development M/s Environment & Power Technologies Pvt Ltd, Bangalore, 63

64 Rain water harvesting to minimize storm water runoff from site Selection of low flow toilet fixtures tom reduce water consumption Selection of native and adaptive landscaping species Electrical appliances with energy star rating shall be installed 12.0 Traffic Circulation System and connectivity with a view to ensure adequate parking, conflict free movements, Energy efficient Public Transport. The Project site is in Bidarahalli Hobli - KR Puram Taluk. From KR Puram one has to travel along NH- 75 [Then NH -4] up to Katamnalur cross and take right turn & enter SH 35 & proceeds up to Safala market and take right turn and travel further on Zilla Parishath [ZP] Road to reach Project site. Google picture of the buffer area showing road route map is provided as Fig.1 The road in front of the project site will be widened to 24mtrs from the present width of 10.6 mtrs. Both exit & entry to podium level & basement level will be from 24 mtrs road wide road. Vehicles parking space has been provided at Basement floor, podium stilt, and open Surfaces [Mechanized car parking]. As per Building Construction Manual of MoEF one car parking space has to be provided for one Tenement having more than 75 Sq.mtrs built up area. Accordingly the requirement of car parking has been worked out. Car parking requirement is furnished in the following table. The above meets the BBMP bylaw. The details of vehicle parking requirement & provision made are furnished below. a. Phase I Car Parking : 500 b. Phase II Car Parking Required : 497 Provided : Green Belt/Green cover and the Landscape Plan. 5 parks in Phase I and 8 parks in Phase II are planned having green cover area of Sq.mtrs and Sq.mtrs. The percentage of Green area to be provided will be 10 %. It is proposed to plant Local species of trees along the Green area. The list of proposed tree plantation is furnished below. A land scape plan is provided as Annexure 11. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 64

65 Table 14 : Green Parks Sl. Attributes No. Area in Sq.Mtrs 1 Phase I Phase II Total Table 15 : List of trees proposed Sl. No. Name Distance (m) Nos. Common name Age years 1 Pongamia Pinnata Karanji Gmelia Arborea 3 16 Shivan Putranjiva Roxburghii Putranjiva Azadiracta Indica 4 05 Neem Michelia Vhampaca 6 16 Sonchapa Ficus Retusa 2 82 Nandruk Butea Monosperma Pala Albizzia Lebbek Indicated 04 Siris Parijat Nyctanthes Arbor-Tristis 4 06 Parijakta Bauhinia Purpurea Kanchan Indicated 01 Kanchan Cassia Fistula Bahava Indicated 02 Bahwa Bombax Ceiba Kateshsavar Savar Alstonia Scholaris Saptaparni Satvin Erythrina Indica Pangara 5 16 Pangara Anthoceohallus Kadamb Kadamba Nurraya Paniculate Kunti 3 42 Kunti Seraca Asika Sita Ashoka Sita ashok Minusops Elengi Bakul Indicated 05 Bakul Termilia Cuniata Arjun Arjun Bauhinia Recemosa Apta Indicated 04 Apta Ziziphus Mauritiana Ber Indicated 03 Ber Plumeria Alba Chapha Indicated 08 Chapa Vitex Negundo Nirgudi 2 24 Nirgudi Stachytarpheta Sp Stachytarpheta 2 70 stachytarpheta 1-2 Total Disaster/Risk Assessment and Management Plan NOC from Department of Fire Force is not required since the apartments are G+3 and G+1 floors. Maximum height of Building is m. However sufficient Fire hydrants will be placed as per Norms. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 65

66 Construction Safety The Construction contractor has responsibility in implementing safety procedures. The Project Coordinator / Executive Engineer to get the safety audit conducted regularly on daily basis. Construction safety aspects are described in the Annexure 13. Water Cess Act BDA will affix meters as per the provisions of The Water(Prevention and Control of Pollution)Cess Act, 1977, as amended to date and Rules made there under and file Cess returns & pay Cess amount as per rules Socio Economic Impacts of the project and CSR The project site is in rural Bangalore District. On account establishment of housing project, there will be substantial increase in population. The number of population will increase by 7992 numbers, on ha.the impact is significant & long lasting Since Bangalore is characteristic of a metropolitan city, change in demography may not have significant impact on the population. There are no sacred sites or other cultural values around the proposed site Corporate Social Responsibility The State Government to meet its Social responsibility has allotted Government land to BDA to construct houses & distribute among Low income group of people. The BDA has prepared action plan to implement social responsibility of the State Government. This covers social responsibility of the proponent. On account of the project there will be substantial infrastructure facilities coming up in the area Environnemental Management Plan [EMP] during construction and operational phases. The Environmental Management Plan (EMP) includes the administrative and technical setup, summary matrix of EMP, the cost involved to implement the EMP, both during the construction and operational phase and provisions made towards the same in the cost estimates of project construction and operation. This chapter describes the proposed post- M/s Environment & Power Technologies Pvt Ltd, Bangalore, 66

67 monitoring scheme as well as inter-organizational arrangements for effective implementation of the mitigation measures. Anticipated Environmental Impacts and Mitigation measures are furnished in the following table. Construction phase Temporary sheds used for construction works or housing of construction workers During construction phase, workers will be accommodated in temporary sheds within the Project site. Required number of sheds will be provided. Water supply will be provided. It is expected that 100 people will be staying in the sheds. Toilet & Bath room blocks will be provided with adequate water supply. Proper surface drainage system will be provided around the sheds to drain rain water. The Toilet block & bath room/ sullage waste waters will be connected to Septic tank and Soak pits, designed as per IS 2470(Part 1)-1985, for population 100 people. Awareness programme will be organized to workers during construction phase on personnel hygiene, open defecation and urination, disposal of plastic materials, use and storage of Paints/ Solvents, etc. Project Contractor will be made responsible to supply kerosene to workers who are accommodated in the temporary sheds. Further a toilet block will be constructed at the Project site Office for use by the Company employees and at Security gate for use by the Security people, causal workers and Truck drivers and others. A septic tank and soak pit at each block will be provided as per IS for utilization of 25 population. These activities during construction phase are limited to within the project site [core area]. In view of suggested measures Environmental impact will be site specific and will be insignificant. These impacts are however restricted to the phase of construction, and they are reversible, once the construction activity is over. There will not be any impact on the Buffer area Water Requirement Operation phase Water requirement during Operation Phase is 719 KLD. Source of water is Bore wells. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 67

68 18.0 Impact of DG sets During operation phase Noise generation sources are Cars moments and operation of DG set. DG set will be acoustically enclosed and housed in designated enclosed place. DG silencer will be in the acoustically enclosed area. The flue gases will be emitted at 3 mtrs above roof level. Noise generation from Cars movement will be insignificant as movement of cars is restricted to podium stilt & Basement floor Rain water harvesting system Definition: Rain Water Harvesting is the activity of direct collection of rainwater. The Conversation of rainwater so collected can be stored for direct use or can be recharged into ground water. The main goal is to minimize load on municipal water supply system. As far as the scheme area is concerned major part is impervious. Hence, large quantity of rainfall will be accounted for runoff. Rainfall data: Roof-top harvested rain water will be collected through rainwater down-takes which are designed and provided as per Table No.28 Page no.40, National Building code of India. Rainfall for the city Bangalore is considered as 970mm (annual: as per Table no.1, page no.12 Rain water harvesting and conservation manual by CPWD). Rainfall intensity is considered as 60 mm/hr as per rain water harvesting guidelines given by BMWSSB s official website: Estimation of total runoff: Total quantity of runoff is calculated as per the formula given in page no.136, cl.no from SP-35. Total run-off=runoff coefficient X Rainfall receiving area X Rainfall Intensity Q = 10 x C x A x I Q = Flow in Cum/Hr C = Dimension less constant A = Area in hector I = Rainfall intensity mm/ Hr Design parameters for rainwater harvesting pit: Collection Pit: 1.5m x 1.5m x 2m depth M/s Environment & Power Technologies Pvt Ltd, Bangalore, 68

69 Diameter of Recharge pit: 150mm dia Recharge chamber: 750 x 750mm De-silting chamber: 1.5 x 1.5m Details of the Rain Water Harvesting recharge pit is given below, Fig 4: Rain Water Harvesting Design M/s Environment & Power Technologies Pvt Ltd, Bangalore, 69

70 20.0 Implementation of Mitigation Measures during Construction Phase The Environment Mitigation Measures, have been described above.the BDA is responsible and committed to implement these measures and comply environmental regulations during construction phase. The BDA as project proponent will provide these facilities and human resources and budget to meet statutory requirements. Appropriate monitoring net work has to designed and proposed for regulatory compliance and to assess the residual impacts. Table 16: Implementation of Mitigation measures Mile stones Green development Area Time Span Immediate The activity will start along with construction activity / during monsoon period of that year. Before construction activity begins - Before Continuous commissioning activity - spread over 2 years Providing Mobile - Toilets. Septic Tank and BDA Soak pits Monitoring of EC, Immediate, after - Continuous CFE conditions issue of EC activity during Construction activities Planning and Planning activity One month - execution of Air and placing orders before Pollution control for Chimneys, APC commissioning equipment, Water & NPC measures, of the project. treatment, Waste Green area water treatment, development, STP, Fire Protection Rain water measures. recharging indicating the specific tolerance limits. Establishment Of - One month Continuous STP before activity Operation and commissioning Maintenance of of the project. APC, STP, Monitoring of AAQ, The Affix water meters Before BDA Responsibility M/s Environment & Power Technologies Pvt Ltd, Bangalore, 70

71 Water(Prevention and Control of Pollution)Cess Act, 1977, as amended to date and Rules made there under to measure water consumption as per The said Act & Rules Commissioning During construction phase the Executive Engineer of the Project will be responsible to implement the EMP. Table 17 : Frequency of Monitoring Of Pollutants Place of Monitoring Parameters Frequency of Monitoring Ambient air quality at plant boundary PM 10 & PM 2.5 No2 Once in three months at 2 locations, one in Core area and other in Buffer area to be decided in consultation with KSPCB Noise monitoring at plant boundary Leq db(a) Work zone noise levels Four month Ambient noise levels once in Four months STP treatment plant outlet. ph, SS, COD, BOD, Once in a month Temperature, Oil and grease Green area development Physical Observance, Once in a week Note: Frequency of monitoring as prescribed by KSPCB in CFE and CFO will be followed. Implementation of EMP during Operation Phase by Residents Welfare Association [RWA]. During Operation phase, The BDA will encourage the Apartment Owners to form a Residents Welfare Association [RWA]. The said Association will be responsible to maintain Common areas, lifts, Green areas, Vehicle Parking space, RWH system, Surface drainage System, and Power etc within the said premises. The Association will be responsible for Complying Environmental Laws & Rules framed under, including Water [Prevention & Control of Pollution] Act [Prevention & Control of Pollution] Rules 1975, Water [Prevention & Control of Pollution] cess Act 1977 & Rules 1978, The Hazardous Wastes [Management & Handling ]Rules 1989 and etc., In order to full fill these commitments,, trained personnel in the environmental faculty are required, to ensure to develop monitoring strategy,, Operation & maintenance of Sewage treatment Plant, reuse/ recycle of treated Sewage for secondary purpose, Solid waste Collection & disposal, green area maintenance, Fire Protection System. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 71

72 The Trained / experienced personnel should ensure Terms and Conditions of EC issued by MoEF and Terms and Conditions of CFE & CFE issued by KSPCB are submitted to them periodically Environmental Costs The environmental cost for the proposed Environmental Mitigation measures and Monitoring during operation period is furnished below. The BDA will make capital investment. The BDA while allotting the apartment to allotters will keep them informed that they have to form an Association of Residents for managing the responsibility of operation & maintenance the following activities. Lift, DG, Fire Protection measures, Water supply system, Garden maintenance, Sewerage System, Sewage treatment plant, Dual plumbing System, Maintenance of Common area, & etc. The capital cost & recurring cost on environmental activities is furnished below. Table 18 Area of Expenditure : Cost of environmental protection measures Implementation of EMP during construction phase. 25 Water Treatment System, [including raw water pump house, piping, pretreatment, Softening system & instruments 75 Sewerage System, Sewage Treatment & utilization for gardening 120 Rain water drainage system, Rain water recharge system 50 Development & maintenance of Green Area 50 Solid waste management 25 DG house, Noise enclosure, Chimney 15 Fire Hydrants etc., 20 Environmental Monitoring and Management 20 Total 400 Percent of recurring cost in terms of Capital Cost for pollution control measures 10 Capital Cost (Estimate) Rs. In Lakhs Analysis of bore well water is provided in the Annexure 12 The Bore well water samples meet the permissible limits of IS M/s Environment & Power Technologies Pvt Ltd, Bangalore, 72

73 22.0 Whether there is any litigation, if Yes, Latest orders of the Courts in original have to be attached. No legal cases are pending against the proposed project. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 73

74 Annexures M/s Environment & Power Technologies Pvt Ltd, Bangalore, 74

75 RTC Annexure 1 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 75

76 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 76

77 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 77

78 Topo Map Annexure 2 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 78

79 Phase I- Site Plan Annexure 3 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 79

80 Phase II- Site Plan M/s Environment & Power Technologies Pvt Ltd, Bangalore, 80

81 Contour Map- Phase I Annexure 4 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 81

82 Contour Map- Phase II M/s Environment & Power Technologies Pvt Ltd, Bangalore, 82

83 RMP Annexure 5 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 83

84 Government Letter dated Annexure 6 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 84

85 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 85

86 Geotechnical Investigation Report-Phase I Annexure 7 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 86

87 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 87

88 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 88

89 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 89

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94 Geotechnical Investigation Report-Phase II M/s Environment & Power Technologies Pvt Ltd, Bangalore, 94

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130 BWSSB letter regarding supply of water Annexure 8 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 130

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132 Village Map Annexure 9 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 132

133 STP flow diagram- Phase I Annexure 10 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 133

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148 STP flow diagram- Phase II PHE WORKS PROJECT: CONSTRUCTION OF 2BHK & 3BHK HOUSING PROJECT AT SY. NO.114 & 115 OF ALLUR VILLAGE, DASANAPURA HOBLI, BANGALORE NORTH TALUK, BANGALORE PHASE II. Client M/s. BANGALORE DEVELOPMENT AUTHORITY, T. CHOWDAIAH ROAD, KUMAR PARK WEST, BANGALORE DESIGN BRIEF ON PHE SYSTEM M/s Environment & Power Technologies Pvt Ltd, Bangalore, 148

149 PLUMBING CONSULTANTS: H.M.NAGESH No.64, 1 st Floor, Sannidhi Road, (Behind Srinivasa Cool Corner) Basavanagudi, ARCHITECTS: M/s. SEP Architects Pvt Ltd., Level 2, Plot No.232, Jubilee Hills Post, Bengaluru Hyderabad , Phone: , A.P, India. nagesh@hmnagesh.com Ph: /31. Web: separchitects.in M/s Environment & Power Technologies Pvt Ltd, Bangalore, 149

150 DESIGN BRIEF ON PUBLIC HEALTH ENGINEERING PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT AT BANGALORE. BRIEF The proposed Residential project is coming up at Allur Village, Dasanapura Hobli, Bangalore North Taluk, Bangalore- Phase II. With a proposal to develop the whole plot to the Housing Project. In effort to combat pollution and encourage the eco-friendly methodologies like Storm water Management, Rain Water harvesting, Sewage Treatment Plant and Recycling are used for this Housing Project. The water supply system, Sewerage system, storm water management, rain water harvesting, system is designed to provide reliability, easy maintainability and most hygienic conditions for the proposed Housing Project. DESIGN APPROACH Economic designs with cost effectiveness. Selection of suitable fixtures & fittings to minimize the wastage of water. Appropriate selection/recommendation of material & equipment in terms of technology, efficiency & cost. PROJECT DETAILS Total No. of Residential Plots : 452 Nos. PROJECT EXTENT WATER SUPPLY AND DISTRIBUTION. WATER TREATMENT. SEWAGE COLLECTION AND DISPOSAL. TREATMENT OF SEWAGE AND RECYCLING OF TREATED WASTE WATER. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 150

151 STORM WATER MANAGEMENT. RAIN WATER COLLECTION & HARVESTING. RAIN WATER DISPOSAL. SCOPE OF WORK: Source of water. Pumping Machinery with Related Accessories at source(municipal/bore well/tanker). Underground Water Storage Tank. Pumping Machinery with Related Accessories at Centralized storage. Water Treatment Components. Water Distribution Network. Gravity system. STANDARDS AND CODES: NATIONAL BUILDING CODES INDIAN STANDARDS SP 35 PLUMBING INSTALLATION. The water supply and drainage system is designed to provide reliability, easy maintainability and most hygienic condition for the proposed project. WATER SUPPLY SYSTEM. WATER SOURCE. The source of water supply for domestic and other use will be from Municipal water supply and augmented by Bore wells / tanker water. The total requirement of water and the capacity of Under Ground Sump and Over Head Tanks is indicated as below. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 151

152 SYSTEM PHILOSOPHY: Estimated Water Demand: 200 cum UG Sump & 100 Cum OHT. Pumping from Bore-well, to Under Ground Storage sumps through submersible pumps. Underground storage sumps of required capacities. Below ground Pumping station (to provide flooded suction) to accommodate pumping machinery & water treatment components. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 152

153 BLOCK DIAGRAM - DOMESTIC SOURCES MUNICIPAL WATER BOREWELL MAIN CENTRALIAED UNDER GROUND SUMP CAP: 200 CUM TO MAIN TO CENTRALIZED MAIN OVER CENTRALIZED HEAD TANK OVER CAP: HEAD 100 CUM TANK INDIVIDUAL VILLA UG SUMP CAP: 2000 LTS INDIVIDUAL VILLA OHT CAP: 1000 LTS KITCHEN, TOILETS & WASHBASIN M/s Environment & Power Technologies Pvt Ltd, Bangalore, 153

154 LOCK DIAGRAM - FLUSHING STP FINAL COLLECTION MAIN CENTRALIZED FLUSHING OVER HEAD INDIVIDUAL VILLA UG SUMP FLUSHING CAP: 1000 Lts INDIVIDUAL VILLA OHT FLUSHING TANK CAP: 500 Lts EWC & LANDSCAPING M/s Environment & Power Technologies Pvt Ltd, Bangalore, 154

155 WATER SUPPLY REQUIREMENT CALCULATIONS The water for domestic usage is stored in underground sump. The underground sump is designed to hold 1.0 days capacity. The storage in the sump tank is furnished as given below. Type 1 (3BHK) Total No. of Units = 104 Nos. Considering average of 5 persons per Flat = 104 x 5 = 520 nos. Considering 135 lpcd = 520 x 135 = lts/day. Type 2 (2BHK) Total No. of Units = 96 Nos. Considering average of 4 persons per Flat = 96 x 4 = 384 nos. Considering 135 lpcd = 384 x 135 = lts/day. Type 3 (2BHK) Total No. of Units = 252 Nos. Considering average of 4 persons per Flat = 252 x 4 = 1008 nos. Considering 135 lpcd = 1008 x 135 = lts/day. Total Water Requirements = 2,58,120 Lts. Say = 260 Cum. Water requirement for Domestic usage 67% = 260 x 0.67 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 155

156 = Cum Say = Cum Water requirement for Flushing usage 33% = 260 x 0.33 = Cum Say = 90.0 Cum from STP OVER HEAD TANK No. of Over Head Tank = 1 no. Considering storage capacity of ½ day Domestic tank = 175/2 = 87.5 Cum = 87.5/1 = 90.0 Cum Say = Cum/ OHT Flushing tank = 90/2 = 45 Cum = 45/1 = 45.0 Cum Say = 50.0 Cum/ OHT M/s Environment & Power Technologies Pvt Ltd, Bangalore, 156

157 Summary Main Centralized Underground Sump: a) Domestic Water Underground Sump = Cum b) Final Treated Water Underground Sump (STP) = Cum Main Centralized Over Head Tank: a) Domestic water tank = Cum x 1 No. b) Flushing water tank = 50.0 Cum x 1 No. Individual Villa Underground Sump: a) Domestic Water Underground Sump = 2000 Lts b) Flushing Water Underground Sump (STP) = 1000 Lts Individual Villa Over Head Tank: a) Domestic water tank = 1000 Lts x 1 No. b) Flushing water tank = 500 Lts x 1 No. STP CAPACITY: Considering 80% of total water required per day = 260 x 0.8 = 208 cum/day Say = KLD Recycle Water Reuse for Landscaping & Toilet Flushing. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 157

158 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA: Storages Hazen William C value Peak Factor Distribution Network Analysis Design Pressure or Terminal Pressure Minimum dia of the Pipes Materials of Pipes Standard codes Cost Estimate Financial Analysis Design Criteria for Mechanical Equipment. WATER DISTRIBUTION SYSTEM. Water distribution scheme for proposed Housing Project is as follows: 1. There will be one compartment in the Underground system. 2. From main Centralized Underground sump water is led to main Centralized Over head tank through pumping system. 3. Through a set of Submersible monoblock pumps water from main Centralized Domestic Water sump is pumped to main centralized over head tank. 4. Water from Domestic water tank flows through gravity to the ring main/header at the Ground level and in turn the same will feed to Individual Villa Domestic Sump. 5. Through a set of Submersible pumps water from Individual UG Sump is pumped to villa over head tank. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 158

159 6. The Submersible monoblock pumps housed inside the pump room in the Ground Level would work automatically with the help of automatic level control and sensor provided inside the over head tank. 7. The requirement of distribution system may be classified as Functional and hydraulic. The sizing of the entire distribution network is based on the simultaneous use of fixture unit s demand. A shut off valve is provided within the battery limit of each block, which serves for the purpose of maintenance of any utility. Individual toilets will be provided with main control valve for isolation and maintenance of the same. Gravity Distribution System for flushing Purpose. 8. Water from Flushing water tank flows through gravity to the ring main/header at the Ground level and in turn the same will feed to Individual Villa Flushing Sump. 9. Through a set of Submersible pumps water from Individual Flushing Sump is pumped to villa Flushing over head tank. 10. The Submersible monoblock pumps housed inside the pump room in the Ground Level would work automatically with the help of automatic level control and sensor provided inside the over head tank. 11. The requirement of distribution system may be classified as Functional and hydraulic. The sizing of the entire distribution network is based on the simultaneous use of fixture unit s demand. A shut off valve is provided within the battery limit of each block, which serves for the purpose of maintenance of any utility. Individual toilets will be provided with main control valve for isolation and maintenance of the same. 12. Water from flushing water tank flows through gravity to the ring main at the Terrace level and in turn the same will feed to EWC s in all toilets on all floors & used for Landscaping Purposes also. PUMPING STATION: Submersible pumps. Proposed capacities as per the requirement M/s Environment & Power Technologies Pvt Ltd, Bangalore, 159

160 Total Delivery head on the basis of: - Frictional head loss as per Hazen William s formula - Residual head required - Pipes bend & Valves losses No. of pumps proposed as per the requirement Control Valves at suction & delivery for isolation and dual plate check valve at delivery to prevent reverse flow. Lifting arrangement for loading / unloading Metallic expansion bellows at suction, delivery and header to absorb the surge & to provide ease of dismantling HOTWATER DISTRIBUTION SYSTEM: Providing the solar water system Provision only at terrace level and provision of geysers at each toilet. DRAINAGE COLLECTION AND DISPOSAL SYSTEM Source : From Toilet and Kitchen. Collection : Through network of pipeline, battery of Inspection Chambers Kitchen waste : Discharged to Inspection chambers through gully traps. Treatment method: Sequential Batch Reactor. Sludge disposal : Filter press. Recycling application: Irrigation. SEWAGE COLLECTION & DISPOSAL SYSTEM SEWERAGE SYSTEM: Soil, waste and vent pipes are integral parts of the drainage system that carries foul and ablution wastes from the building fixtures to the sewer system outside the Individual House to Inspection Chamber & from it connected to Manhole & from there it is connected to Sewage Treatment Plant. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 160

161 Scope of Work: Sewage Collection & Disposal Network Inspection Chambers & Manhole chambers Disposal method DRAINAGE SCHEME: Drainage system for soil and wastewater will be based on most efficient, functional and economical design, minimum maintenance after installation and with available site conditions, minimum excavation of soil for laying of pipes. Two stack (pipe) systems are proposed to carry soil and wastewater from toilets, Kitchen and other areas under gravity. Waste and soil vertical pipes running in toilet, utility and Kitchen are connected to vertical pipe in shaft and finally dropped down to Ground floor level. Waste pipes are connected to inspection chambers through gully traps. Soil pipes will be connected directly connected to inspection chambers. Further, this sewer line is carried through a battery of inspection chambers and manholes and will be finally discharged / connected in to Sewage Treatment Plant. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 161

162 METHOD OF DISPOSAL: BLOCK DIAGRAM TOILETS, UTILITY, KITCHEN WASTE PIPE TO GULLY TRAP FROM WATER CLOSET TO INSPECTION MANHOLE SEWAGE TREATMENT PLANT CAP: 210 KLD Sewage Generated Calculation: Sewage generation is 80% of the water requirement SEWAGE TREATMENT PLANT Design Basis : Sequential Batch Reactor Technology. Capacity : 210 cum / day M/s Environment & Power Technologies Pvt Ltd, Bangalore, 162

163 TECHNICAL DETAILS OF SEWAGE TREATMENT PLANT DESIGN CRITERIA The treatment plant is designed for the following duty conditions: Inlet Conditions: Raw Sewage Quantity Expected average BOD 5 of Raw Sewage Expected average COD of Raw Sewage Expected suspended solids of Raw Sewage : 210 KLD : mg/l : 400mg/l : 400 mg/l Expected ph of Raw Sewage : 10 to 12 Outlet Conditions: (Subject to Proper maintenance as per our Manual and instructions given by site engineer) Treated Sewage BOD 5 Treated Sewage COD : Less than 10 mg/l : Less than 100 mg/l Treated Sewage ph : Around 6.5 to 8.5 Treated Sewage Suspended solids : Less than 10 mg/l Sequencing Batch Reactor: SBR - Sequencing Batch Reactor technology is well known for its simplicity and low cost. It has been widely used for municipal and industrial wastewater treatment applications to meet specific effluent requirements. Sequencing Batch Reactor System is a fill and draw Activated Sludge System. SBR process uses high-efficiency oxygen transfer aeration equipment to satisfy the highrate oxygen consumption requirement at the beginning of the "fill" and "aeration" cycles. SBR is efficient in carbonaceous pollutant removal, and is easily modified to satisfy nutrient removal of nitrogen (N) and phosphorous (P). Because the fill, aeration, settlement and and draw take place in the same reaction tank, thus SBR tank itself also serves as the clarifier itself. Sequencing Batch Reactor (SBR) Technology Advantages/Benefits M/s Environment & Power Technologies Pvt Ltd, Bangalore, 163

164 Lower installed cost than "Conventional" methods Less land space required for SBR treatment plants Consistent high-quality, low nutrient level effluent Tolerates wide swings in flow and organic loading No clarifier required Better control over filamentous growth and settling problems Nutrient removal without chemicals - nitrification and denitrification, phosphate removal Simple sludge process management Less equipment to service and maintain Existing plants can often be converted to SBR process Less operator attention than "Conventional" processes A process flow diagram of a typical SBR system is as shown above. The head works process is similar to that of activated sludge process, influent storage or equalization may not be required since the SBR tank itself can serve as a buffer tank and is able to take some kind of shock loadings. Sludge treatment processes are similar to that of a activated sludge system. However the treated effluent may need to be equalized to ensure the effluent quality is suitable for disposal or for further advanced treatment. The processes inside the Sequencing Batch Reactor system include the following: Fill - raw sewage or wastewater is filled into the SBR tank, can be mixed, or aerated React - aeration process for the carbonanceous organic pollutant removal Settlement - settling of sludge after the react Draw - the supernatant is decanted (withdrawn) from the tank for discharge or further treatment M/s Environment & Power Technologies Pvt Ltd, Bangalore, 164

165 Some major equipment used in Sequencing Batch Reactor System is: Pretreatment equipment: bar rakes, coarse and fine screens. Fine bubble aeration systems: air blowers and diffusers. Pumps for raw wastewater and treated effluent pumping. SBR Decanters for drawing of supernatant from the tank after settlement. Effluent disinfection systems. STORM WATER MANAGEMENT RAIN WATER HARVESTING COLLECTION AND DISPOSAL Scope of work: Rain water collection and disposal networking Catchment pits with grating M/s Environment & Power Technologies Pvt Ltd, Bangalore, 165

166 Rain water harvesting pits at Landscape Area and recharging bore well & Rain Water Collection tank. System Philosophy Taking in to consideration the intensity of rainfall in the last 10 years, which is considered as 75mm /hr, an effective scheme for rainwater disposal has been designed. The run-off rainwater from roof of building will be drained out effectively by providing sufficient no. of rainwater outlets / khurras and heavy duty / gauge PVC down take pipes designed to handle the intensity / flow of rainwater. These rain water pipes are located in the toilet shaft and along the periphery of the building. These pipes are routed and dropped vertically down to GL level. The rain water pipes finally will be conveyed to the storm water drain at ground level through pipes of suitable diameter with network of storm water drainage. There will be a rain water harvesting pit along the external storm water drainage. Design of networking on the basis of: - Site topography - Sizing by Rational; formula with full running pipe - Run off co-efficient SURFACE RAIN WATER DISPOSAL Taking in to consideration the intensity of rainfall in the last 10 years, which is considered as mm /hr, an effective scheme for rainwater disposal has been designed. The run-off rainwater from catchments area will be drained out effectively. By collecting the catchments water in the drain which will be connected to the External Storm Water Drain. Surface Water Recharge the Ground level recharge pit. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 166

167 TERRACE RAIN WATER HARVESTING COLLECTION AND DISPOSAL PER DAY & SURFACE RUN-OFF CALCULATION From terrace, rain water will be led to rain water collection sump through network of piping system; the entire terrace will be reused for Domestic purpose with pre treatment. (Pressure sand filters). Total Roof Area is considered to be 60 % of Total Residential Area i.e., Sq.m SL NO NAME OF THE BUILDING TERRACE AREA IN sq.m² RUNOFF (m³) lts./sq.m PAVED & PARKED AREA IN sq.m² lts./sq.m The total volume of run - off will be around = Cum Rain water Sump Capacity = Cum. No. of Recharge Pit = 250 Nos. (Size of Recharge Pit: 1.2m dia X 3.0 m Depth) LIST OF BUREAU OF INDIAN STANDARDS CODES: 1. GENERAL: SP: 6 (1) IS: 694 IS: 779 IS: 1172 Structural steel sections PVC insulated cables for working voltages unto & including V. Specification for water meters (domestic type). Code of Basic requirements for water supply drainage and M/s Environment & Power Technologies Pvt Ltd, Bangalore, 167

168 sanitation. IS: 1726 IS: 1742 IS: 2064 IS: 2065 IS: 2104 IS: 2373 IS: 2379 IS: 2527 IS: 2629 IS: 3114 IS: 4111( Part 1) IS: 4127 IS: 5329 IS: 5455 IS: 6159 IS: 8321 IS: 8419(part- 1) IS: 8419 (part-2) IS: 9668 IS: Specification for cast iron manhole covers and frames. Code of practice for building drainage. Code of practice selection, installation and maintenance of sanitary appliance. Code of practice for water supply in buildings. Specification for water meter for boxes (domestic type) Specification for cater meter (bulk type) Color code for identification of pipelines Code of practice for fixing rainwater gutters and down pipes for roof drainage. Recommended practice for hot dip galvanizing on iron and steel. Code of practice for laying of cast iron pipes Code of Practice for ancillary structures in sewerage system: part 1 manhole. Code practice for laying glazed stoneware pipes. Code of practice for sanitary pipe work above ground for buildings. Cast iron steps for manholes. Recommended practice for design and fabrication of material, prior to galvanizing. Glossary of terms applicable to plumbing work. Requirements for water filtration equipment: Part 1 filtration medium sand and gravel. Requirements for water filtration equipment: part 2 under drainage system. Code of practice for provision and maintenance of water supplies and fire fighting. Glossary of terms relating to water supply and sanitation. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 168

169 IS: IS: (part 1) IS: IS: 5572 BS: 6700 BS:8301 BSEN: 274 Rubber Gaskets. Code of practice for plumbing in multistoried buildings: part 1 water supply Code of practice of drainage of building basements. Code of practice for sanitary pipe work. Specification for design, installation, testing and maintenance of services supplying water for domestic use within buildings and their cartilages. Code of practice for building drainage. Sanitary tap ware, waste fittings for basins, bidets and baths. General technical specifications. 2. PIPES AND FITTINGS: IS: 458 IS: 651 IS: 1239 (part 1) IS: 1239(part- 2) IS: 1536 IS: 1537 IS: 1538 IS: 1729 IS: 1879 IS: 4346 Specification for per cast concrete pipes (with and without reinforcement) Salt glazed stone ware pipes and fittings Mild steel tubes, tubular and other wrought steel fittings part 1 mild steel tubes. Mild steel tubes, tubular and other wrought steel fittings part 1 mild steel tubes. Centrifugally cast (spun) iron pressure pipes for water, gas and sewage. Vertically cast iron pressure pipes for water, gas and sewage. Vertically cast iron pressure pipes for water, gas and sewage. Sand cast iron spigot and socket soil, waste and ventilating pipes, fittings and accessories. Malleable cast iron pipe fittings. Specifications for washers for use with fittings for water services. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 169

170 IS: 4711 IS: 6392 IS: 6418 IS: 7181 Methods for sampling steel pipes, tubes and fittings. Steel pipe flanges Cast iron and malleable cast iron flanges for general engineering purposes. Specification for horizontally cast iron double flanged pipe for water gas and sewage. 3. VALVES: IS: 778 IS: 780 IS: 1703 IS: 2906 IS: 3950 IS: 5312 (part-1) IS: 5312 (part-2) IS: (part - 1) IS: Specification for copper alloy gage, globe and check valves for water works purposes. Specification for sluice valves for water works purposed (50 mm to 300 mm size). Specification copper alloy float valves (horizontal plunger type) for water supply fittings. Specification for surface valves for water works purposes (350 mm to 1200 mm size) Specification for surface boxes for sluice valves. Specification for swing check type reflux (non return) valves part 1 multi door pattern. Specification for swing check type reflux (non return) valves part 1 multi door pattern. Safety relief valves, spring loaded design. Butterfly valves for general purposes. 4. SANITARY FITTINGS: IS: 771(part Specification for glazed fire clay sanitary appliances. M/s Environment & Power Technologies Pvt Ltd, Bangalore, 170

171 to 3) IS: 744 IS: 781 IS: 1700 IS: 2548 (part 2) IS: 2556 (part -1) IS: 2556 (part -2) IS: 2556 (part -3) IS: 2556 (part -4) IS: 2556 (part 6 Sec 2) IS: 2556 (part 6 Sec 4) IS: 2556 (part 6 Sec 5) IS: 2556 (part 6 Sec 6) IS: 2556 (part -7) IS: 2556 (part -8) 2556 (part -7) Specification for flushing cistern for water closets and urinal (other than plastic cistern) Specifications for cast copper alloy screw down bib taps and stop valves for water services. Specification for drinking fountains. Specification for plastic seats and covers for water closets part 1 thermo set seats and covers. Specification for vitreous sanitary appliances (vitreous china) part 1 general requirement. Specification for vitreous sanitary appliances (vitreous china) part 2 specific requirements of wash down water closets. Specification for vitreous sanitary appliances (vitreous china) part 3 specific requirements of squatting pans. Specification for vitreous sanitary appliances (vitreous china) part 2 specific requirements of washbasins. Specification for vitreous sanitary appliances (vitreous china) part 3specific requirements of urinals, section 2 half stall urinals. Specification for vitreous sanitary appliances (vitreous china) part 4 specific requirements of urinals, section 4 partition slabs. Specification for vitreous sanitary appliances (vitreous china) part 5 specific requirements of urinals, section 5waste fittings. Specification for vitreous sanitary appliances (vitreous china) part 6 specific requirements of urinals, section 6 water spreaders for half stall urinals. Specification for vitreous sanitary appliances (vitreous china) part 7 specific requirements of half round channels. Specification for vitreous sanitary appliances (vitreous china) part 8 specific requirements of siphoning wash down water closets. Specification for vitreous sanitary appliances (vitreous china) M/s Environment & Power Technologies Pvt Ltd, Bangalore, 171

172 part 11 specific requirements of shower rose. IS: 2556 (part -12) IS: 2556 (part -15) IS: 2692 IS: 2717 IS: 2963 IS: 3311 IS: 5961 IS: 8931 IS: 9758 Specification for vitreous sanitary appliances (vitreous china) part 12 specific requirements of floor traps. Specification for vitreous sanitary appliances (vitreous china) part 15 specific requirements of universal water closet. Specification for ferrule for water services. Glossary of terms relating to vitreous enamel ware and ceramic metal system. Specifications for waste plug and its accessories for sinks and wash basins. Specification for waste plug and its accessories for sinks and wash basins. Specification for cast iron gratings for drainage purposes. Specification for copper alloy fancy single taps, combination tap assembly and stop valves for water services. Specification for flush valves and fitting for water closets and urinals. 5. WATER QUALITY TOLERANCE: IS: 3025 (part 1to 44) IS: 4764 IS: Method of sampling and test (physical and chemical) for water and waste water. Tolerance limits for sewages effluents discharged into island surface waters. Drinking water M/s Environment & Power Technologies Pvt Ltd, Bangalore, 172

173 Landscape Plan Phase I Annexure 11 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 173

174 Landscape Plan Phase II M/s Environment & Power Technologies Pvt Ltd, Bangalore, 174

175 Water Analysis Report Annexure 12 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 175

176 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 176

177 M/s Environment & Power Technologies Pvt Ltd, Bangalore, 177

APPENDIX I. (See paragraph-6) FORM 1

APPENDIX I. (See paragraph-6) FORM 1 (I) Serial Number Basic Information Item APPENDIX I (See paragraph-6) FORM 1 Details 1. Name of the project/s Soapstone Mining (ML. 15/95) 2. S.. in the schedule B1- Mining of Mineral 3. Proposed capacity/area/length/tonnage

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