M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
FORM 1 (I) BASIC INFORMATION:-
Sr. Item Details No. 1. Name of the Project Proposed Group Housing Scheme at Gat Nos. 44(Pt.), 49(Pt.), 129(Pt.), 130/1/A (Pt.), 130/1/B, 130/2, 130/3(Pt.) & 130/4(Pt.) at Mahalunge, Tal: Khed, Dist. - Pune-1.
2. S. No. in the schedule 8 (b) as per EIA Notification 2006 and amended notification dated: 22nd December 2014. Copy of the same is enclosed as Annexure-I.
3. Proposed Area of plot–1, 11,825 sq.mt. capacity/area/length/tonnage to be Gross plot area – 96290.15 sq.mt. handled/command area/lease Please refer Annexure-II for Area statement. area/number of wells to be drilled. FSI area: 1, 50,472.60 sq.mt. Non FSI area: 52,077.52 sq.mt. Total Built up area: 2,02,550.12 sq.mt Please refer Annexure-III for Construction area statement. Residential Tenements: 2681 nos. Shops: 10 nos. Please refer Annexure-IV for building details and tenement statement.
4. New/Expansion/Modernization Amendment in Environmental Clearance Copy of Environmental Clearance dated: 18th July 2016 and dated: 17thOctober 2014. Copy of EC enclosed as Annexure-V.
5. Existing Capacity/Area etc. Area of plot – 1, 11,825 sq.mt.
6. Category of Project i.e., ‘A’ or ‘B’ B1
7. Does it attract general condition? If No yes, please specify.
8. Does it attract specific condition? If No Yes, please specify.
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
9. Location Gat Nos. 44(Pt.) , 49(Pt.), 129(Pt.) , 130/1/A (Pt.), 130/1/B, 130/2, 130/3(Pt.) & 130/4(Pt.) at Mahalunge , Tal: Khed , Dist. - Pune-1. Google Image and Location plan of the project is enclosed as Annexure-VI.
Plot/Survey No. Gat Nos. 44(Pt.) , 49(Pt.), 129(Pt.) , 130/1/A (Pt.), 130/1/B, 130/2, 130/3(Pt.) & 130/4(Pt.)
Village Mahalunge
Tehsil/Town Khed
District Pune
State Maharashtra.
10. Nearest Railway Station/Airport Nearest Railway Station : Chinchwad railway along with distance in kms. station (17 km) Nearest Airport: Pune Airport (34 km)
11. Nearest Town, City, District Pune Headquarters along with distance in kms . 12. Village Panchayats, Zillah Parishad, Mahalunge Grampanchayat Municipal Corporation, Local body Taluka – Khed (complete postal addresses with Dist.- Pune telephone nos. to be given)
13. Name of Applicant Pune Housing & Area Development Board, Pune
14. Registered Address Pune Housing & Area Development Board, Pune Grihanirmanbhavan, Agarkarnagar, Behind alankar theater, Pune-411001
15. Address for correspondence: Pune Housing & Area Development Board, Pune Grihanirmanbhavan, Agarkarnagar, Behind alankar theater, Pune-411001
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
Name N. N. Chintamani
Designation Executive Engineer-I (Owner/Partner/CEO/Authorized Signatory)
Address Pune Housing & Area Development Board, Pune Grihanirmanbhavan, Agarkarnagar, Behind Alankar theater, Pune.
Pin Code 411001
Telephone No. 020-26128856
Fax No. 020-26123614
E-mail [email protected] [email protected]
16. Details of Alternate Sites examined, Not Applicable if any. Location of these sites should be shown on a top sheet
17. Interlinked Projects No
18. Whether separate application of No interlinked project has been submitted?
19. If yes, date of submission No
20. If no, reason No
21. Whether the proposal involves No approval/clearance under: if yes, details of the same and their status to be given. (a) The Forest (Conservation) Not Applicable Act, 1980? (b) The Wildlife (Protection) Act, Not Applicable 1972? (c) The C.R.Z. Notification, Not Applicable 1991?
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
22. Whether there is any Government No Order/Policy relevant/relating to the site? 23. Forest Land involved (hectares) No
24. Whether there is any litigation No pending against the product and/or land in which the project is propose to set up? (a) Name of the Court Not Applicable (b) Case. No. Not Applicable (c) Orders/Directions of the court, if Not Applicable any and its relevance with the proposed project.
• Capacity corresponding to sectoral activity (such as production capacity for manufacturing, mining lease area and production capacity for mineral production, area for mineral exploration, length for linear transport infrastructure, generation capacity for power generation etc.,)
(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.) Sr. No. Information/Checklist Yes/No Details thereof (with approximate confirmation quantities /rates, wherever possible) with source of information data
1.1 Permanent or temporary change in Yes Proposed development will be done as land use, land cover or topography per development plan of Govt. of including increase in intensity of Maharashtra. land use (with respect to local land use plan)
1.2 Clearance of existing land, No …. vegetation and buildings?
1.3 Creation of new land uses? Yes Residential buildings of EWS, LIG, MIG Type. Please refer Annexure-VII for Layout plan.
1.4 Pre-construction investigations Yes Soil report is attached as Annexure- e.g. bore houses, soil testing? VIII
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
1.5 Construction works? Yes Construction work completed till date - 1,13,281.93 sq.mt.
1.6 Demolition works? No There is no demolition work involved.
1.7 Temporary sites used for Yes Temporary site provided for construction works or housing of construction worker at site. Temporary construction workers? toilet blocks & septic tank provided.
1.8 Above ground buildings, Yes The excavations reused for leveling and structures or Earthworks including other waste disposed off through linear structures, cut andfill or authorized contractor. Details of excavations? excavation and debris quantity along with disposal is attached as Annexure- IX
1.9 Underground works including No Not Applicable mining or tunneling?
1.10 Reclamation works? No Not Applicable
1.11 Dredging? No Not Applicable
1.12 Offshore structures? No Not Applicable
1.13 Production and manufacturing No Not Applicable processes?
1.14 Facilities for storage of goods or Yes During construction phase temporarily materials? storage of construction materials will be provided at project site with all guidelines adopted for the same.
1.15 Facilities for treatment or disposal Yes Solid waste: of solid waste or liquid effluents? Solid Waste Generated Biodegradable Waste:4348 kg/day Non biodegradable Waste: 2686 kg/day Total Solid waste: 7034 kg/day Solid Waste Disposal: Biodegradable waste will be processed in the OWC for manure gardening. The non Biodegradable waste will be handed over to authorised vendors. The sludge generated will be use as manure. Please refer Annexure-X for Solid waste management details.
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
Sewage: Total Sewage Generated: 1448 klpd Treatment and disposal: Sewage generated will be treated in sewage treatment plant based on MBBR Technology. STP Capacity: 1500 kld Please refer Annexure-XI for sewage treatment details.
1.16 Facilities for long term housing of No …. operational workers?
1.17 New road, rail or sea traffic No …. during construction or operation?
1.18 New road, rail, air waterborne or No …. other transport infrastructure including new or altered routes and stations, ports, airports etc?
1.19 Closure or diversion of existing No …. transport routes or infrastructure leading to changes in trafficmovements?
1.20 New or diverted transmission lines No …. or pipelines?
1.21 Impoundment, damming, No …. culverting, realignment or other changes to the hydrology of watercourses or aquifers?
1.22 Stream crossings? No ….
1.23 Abstraction or transfers of water No …. form ground or surface waters?
1.24 Changes in water bodies or the No …. land surface affecting drainage or run-off?
1.25 Transport of personnel or Yes Project will be developed while materials for construction, adopting the best available and operation or decommissioning? environmentally sustainable technology
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
and usage of raw materials with appropriate specifications. Also there will be transport of construction materials. The existing road near by the site will be utilized for the transportation of material and personal. Proper mitigative measures shall be taken so as to reduce any kind of impact generated by the same.
1.26 Long-term dismantling or No …. decommissioning or restoration works?
1.27 Ongoing activity during No …. decommissioning which could have an impact on the environment?
1.28 Influx of people to an area in Yes Construction Phase either temporarily or permanently? During the construction phase about 300 persons will be deployed on the. Influx of these people will be temporary in nature.
Operation Phase On completion of the project, residents will occupy their property. Total population is expected to be 13405 nos. of residents and 30 nos. of shop users.
1.29 Introduction of alien species? No ….
1.30 Loss of native species or genetic No …. diversity?
1.31 Any other actions? No ….
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
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): Sr.No. Information/checklist Yes/No Details thereof (with approximate confirmation quantities /rates, wherever possible) with source of information data
2.1 Land especially undeveloped or No …. agricultural land (ha)
2.2 Water (expected source & Yes Construction phase: competing users) unit: KLD Total Water requirement :300 KLD Source: Tanker Water supply Operation phase: Total Water requirement: 1855 KLD Source: MJP /Recycled Water. Please refer Annexure-XII for Water management details.
2.3 Minerals (MT) No ….
2.4 Construction material – stone, Yes The constructional materials which will aggregates, sand / soil (expected be used in the project site will be source – MT) obtained from authorized local dealers.
2.5 Forests and timber (source – No …. MT)
2.6 Energy including electricity and Yes Constructional Phase: 400KW fuels (source, competing users) Power Supply – MSEDCL Unit: fuel (MT), energy (MW) Connected Load Phase-I = 4502.76 KW Connected Load Phase-II = 4079.57 KW Total Connected Load = 8582.33 KW Demand Load Phase-I = 3362.28 KVA Demand Load Phase-II = 2953.33 KVA Total Demand Load = 6315.61 KVA No. of DG sets and capacity: Phase-I = 2 nos. of 250 KVA Phase-II = 1 no of 250KVA & 1 no. of 320KVA Please refer Annexure – XIII for electrical power requirement and DG set details. 2.7 Any other natural resources (use No …. appropriate standard units)
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
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. Sr. No. Information/Checklist Details thereof (with approximate confirmation Yes quantities/rates, wherever possible) with /No source of information data
3.1 Use of substances or materials, No …. 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 No …. or affect disease vectors (e.g. insect or water borne diseases)
3.3 Affect the welfare of people e.g. Yes Positive Impact by changing living conditions?
3.4 Vulnerable groups of people who No Noise and air pollution control measures could be affected by the project will be implemented so as to cause no e.g. hospital patients, children, the harm to nearby village residents. elderly etc.,
3.5 Any other causes No ….
4. Production of solid wastes during construction or operation or decommissioning (MT/month) Sr. Information/Checklist Yes/ Details thereof (with approximate No. confirmation No quantities/rates, wherever possible) with source of information data
4.1 Spoil, overburden or mine wastes No …
4.2 Municipal waste (Domestic and or Yes Construction phase: Waste includes debris Commercial wastes) materials (rubble & soil). Part of the soil used for leveling and other waste disposed off with authorized contractor as per rules and debris management. Solid Waste Generated Biodegradable Waste:4348 kg/day Non biodegradable Waste: 2686 kg/day Total Solid waste: 7034 kg/day
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
Solid Waste Disposal: Biodegradable waste will be processed in the OWC for manure gardening. The non Biodegradable waste will be handed over to authorised vendors. The sludge generated will be use as manure. Please refer Annexure-X for Solid waste management details.
4.3 Hazardous wastes (as per No …. Hazardous Waste Management Rules)
4.4 Other industrial process wastes No ….
4.5 Surplus product No ….
4.6 Sewage sludge or other sludge Yes 145 Kg/day of sludge will be generated in from effluent treatment the STP and that will be used as manure.
4.7 Construction or demolition wastes Yes Solid waste generation during construction phase is debris in the form of rubble and soil. Part of this soil and rubble used for leveling and remaining material will be disposed by authorized contractor as per rules and debris management
4.8 Redundant machinery or No …. equipment
4.9 Contaminated soils or other No …. materials
4.10 Agricultural wastes No ….
4.11 Other solid wastes No ….
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
Sr. No. Information/Checklist Yes/ Details thereof (with approximate confirmation No quantities/rates, wherever possible) with source of information data
5.1 Emissions from combustion of No …. fossil fuels from stationary or mobile sources
5.2 Emissions from production No …. processes
5.3 Emissions from materials Yes Very negligible impact will be there due to handling including storage or emissions from material handling, which transport will be taken care of with proper mitigative measures. Vehicles use will be with EURO engine whereas construction machinery use will be properly maintained.
5.4 Emissions from construction No activities including plant and …. equipment
5.5 Dust or odours from handling of Yes Proper measures such as sprinkling of materials including construction water on the ground and construction will materials, sewage and waste be done at regular intervals to reduce the spreading of the dust particles. Proper waste collection system will be provided, which will be disposed off as per solid waste management rule to avoid any adverse impact on the environment.
5.6 Emissions from incineration of No …. waste 5.7 Emissions from burning of waste No …. in open air (e.g. slash materials, construction debris)
5.8 Emissions from any other No …. sources
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
6. Generation of Noise and Vibration, and Emissions of Light and Heat: Sr. No. Information/Checklist Yes/No Details thereof (with approximate confirmation quantities/rates, wherever possible) with source of information data with source of information data
6.1 From operation of equipment All construction material & equipment e.g. engines, ventilation plant, Yes will be well maintained in order to crushers minimize noise level to the acceptable levels. 6.2 From industrial or similar …. No processes From construction or demolition Yes During construction phase, sources of noise pollution will be construction machinery and transportation vehicles. Proper mitigation measures will be taken in order to minimize the impact on noise level. Proper acoustic enclosures will be provided to the heavy noise generating machinery and equipment with regular maintenance. Construction activities would be carried out during day time. Barriers will be provided around the construction site to reduce noise in the surrounding areas.
6.4 From blasting or piling No ….
6.5 From construction or operational No During construction phase, negligible traffic impact is expected due to transport of materials for construction work. Precautions will be taken to reduce the impact of the vehicular movement such as vehicular trips will not be at peak traffic hours. During Operation Phase, the source of air and noise pollution is vehicular noise only. The vehicular parking will be restricted only in the adequate parking area provided, which would help in reducing noise and air pollution due to vehicular movement. 6.6 From lighting or cooling systems No …. 6.7 From any other sources Yes During power failure to mitigate the noise of D.G. sets while in operation D.G. sets will be enclosed in acoustic enclosures.
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
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: Sr. No. Information/Checklist Yes/No Details thereof (with approximate confirmation quantities/rates, wherever possible) with source of information data 7.1 From handling, storage, use or No …. spillage of hazardous materials
7.2 From discharge of sewage or No Sewage generated (1448kld) will be other effluents to water or the treated in Sewage Treatment Plant (STP) land (expected mode and place based on MBBR Technology. Treated sewage will be reused for flushing and of gardening within the premises. Discharge) Please refer Annexure – XI.
7.3 By deposition of pollutants No Water sprinkling at regular intervals emitted to air into the land or during construction phase to reduce into water spreading of dust particles. Sewage treatment plant will be provided and treated sewage will be used for flushing and gardening purposes within the premises.
7.4 From any other sources No …. 7.5 Is there a risk of long term build …. up of pollutants in the No environment from these sources?
8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment. Sr. No. Information/ Yes Details thereof (with approximate Checklist confirmation /No quantities/rates, wherever possible) with source of information data 8.1 From explosions, spillages, fires …. etc from storage, handling, use or production of hazardous No substances.
8.2 From any other causes. No ….
8.3 Could the project be affected by natural disasters causing Disaster management plan will be environmental damage (e.g. Yes prepared. floods, earthquakes, landslides, cloudburst etc)?
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
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 Sr. No. Information/Checklist Details thereof (with approximate confirmation Yes quantities/rates, wherever possible) with /No source of information data 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, Yes Project is well planned with complete power supply, waste or waste infrastructure of roads, SWD, water water treatment, etc.) supply, solid waste, sewage disposal, and electricity and communication networks.
Housing development Yes Housing of EWS, LIG, MIG Type
Extractive industries No …..
Supply industries No ….
Other No …..
9.2 Lead to after-use of the site, No ….. which could have an impact on the environment
9.3 Set a precedent for later No ….. developments
9.4 Have cumulative effects due to No ….. proximity to other existing or planned projects with similar effects.
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
(III) Environmental Sensitivity:-
S.No. Name/ Aerial distance (within 15 km.) Areas Identity Proposed project location boundary 1 Areas protected under international conventions, national or local legislation for their ecological, No landscape, cultural or other related value 2 Areas which are important or No sensitive for ecological reasons – Wet-lands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests 3 Areas used by protected, important or sensitive species of flora or fauna No for breeding, nesting, foraging, resting, over wintering, migration 4 Inland, coastal, marine or No ….. underground waters 5 State, National boundaries No ….. 6 Routes or facilities used by the public ….. for access to recreation or other No tourist, pilgrim areas. 7 Defense installations No ….. 8 Densely populated or built-up area Yes Residential and commercial area all the around the site school, hospital and small temples are observed in 10 km radius. Please refer Annexure-XIV 9 Areas occupied by sensitive man- No ….. made land uses (hospitals, schools, places of worship, community facilities) 10 Areas containing important, high No ….. quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)
11 Areas already subjected to pollution No Area is not subjected to pollution or environmental damage. (Those or environmental damage. where existing legal environmental standards are exceeded)
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
FORM-1 A
(Only For Construction Projects Listed Under Item 8 of the Schedule)
CHECK LIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring Programme)
1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity)
1.1 Will the existing land use get No. it’s consistent with the surroundings. 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 Area of plot – 1, 11,825 sq.mt. requirements in terms of the land area, Gross plot area – 96,290.15 sq.mt. built up area, water consumption, Please refer Annexure-II for Area statement. power requirement, connectivity, FSI area: 1, 50,472.60 sq.mt. community facilities, parking needs Non FSI area: 52,077.52 sq.mt. etc. Total Built up area: 2,02,550.12 sq.mt Please refer Annexure-III for Construction area statement. Residential Tenements: 2681 nos. Shops: 10 nos. Please refer Annexure-IV for building details and tenement statement.)
Construction phase: Total Water requirement :300 KLD Source: Tanker Water supply
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
Operation phase: Total Water requirement:1855 KLD Source: MJP /Recycled Water. Please refer Annexure-XII for Water management details.
Constructional Phase: 400KW Power Supply – MSEDCL Connected Load Phase-I = 4502.76 KW Connected Load Phase-II = 4079.57 KW Total Connected Load = 8582.33 KW Demand Load Phase-I = 3362.28 KVA Demand Load Phase-II = 2953.33 KVA Total Demand Load = 6315.61 KVA No. of DG sets and capacity: Phase-I = 2 nos. of 250 KVA Phase-II = 1 no of 250KVA & 1 nos. of 320KVA Please refer Annexure – XIII for electrical power requirement and DG set details.
Parking provided: 845 nos. Annexure – XV for Parking statement. Connectivity : Nearest Railway Station : Chinchwad railway station (17 km) Nearest Airport: Pune Airport (34 km) 1.3. What are the likely impacts of the There is no permanent impacts will be there on proposed activity on the existing the existing facilities, only some temporary facilities adjacent to the proposed impact during construction phase, which properly site? (Such as open spaces, mitigated. community facilities, details of the existing land use, disturbance to the local ecology). 1.4. Will there be any significant land As the entire development is as per development disturbance resulting in erosion, plan of Govt. of Maharashtra and there will not subsidence & instability? (Details of be any such issues arising out of this soil type, slope analysis, vulnerability development. to subsidence, seism city etc may be given). 1.5 Will the proposal involve alteration of No Alteration to the natural drainage. natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site).
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
1.6 What are the quantities of earthwork The prompters have proposed to use latest involved in the construction activity construction technology, which reduce issues cutting, filling, reclamation etc. (Give related to traffic, pollution as well as will shorten details of the quantities of earthwork the construction period. involved, transport of fill materials It is proposed to adopt ready-mix concrete, both from outside the site etc.) pre-cast and cast-in-situ methods for the construction methods to minimize routine regional activities. Only existing and approved quarries and burrow areas will be used for construction materials. Latest technology and equipment would be used with necessary environmental precautions to minimize environmental pollution during construction.
1.7 Give details regarding water supply, … waste handling etc during the construction period.
1.8. Will the low-lying areas & wetlands No, there is no permanent impacts will be there get altered? (Provide details of how on the existing facilities, only some temporary low lying and wetlands are getting changes will occur only during construction modified from the proposed activity) phase, which will be properly mitigated. 1.9. Whether construction debris & waste No health hazard. minor quantity of construction during construction cause health debris will be generated which will be used as hazard? (Give quantities of various filling in the site types of wastes generated during Normal debris, waste concrete, excavation soil, construction including the broken bricks, waste plaster etc. will be construction labour and the means of generated, metallic waste, wood, and oil also disposal) generated. Reuse for land filling in the project premises. Metallic waste collected separately and reuse of it.
2. WATER ENVIRONMENT
2.1. Give the total quantity of water Operation phase: requirement for the proposed project with Total Water requirement: 1855 KLD the breakup of requirements for various Source: MJP /Recycled Water. uses. How will the water requirement Please refer Annexure-XII for Water met? State the sources & quantities and management details. furnish a water balance statement.
2.2. What is the capacity (dependable flow or Please refer Annexure-XII for Water yield) of the proposed source of water? management details.
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2.3. What is the quality of water required, in Not Applicable 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 Please refer Annexure-XII for Water be met from the recycling of treated management details. wastewater? (Give the details of quantities, sources and usage)
2.5. Will there be diversion of water from No 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 Sewage: from wastewater generated from the Total Sewage Generated: 1448 KLD proposed activity? (Give details of the Treatment and disposal: quantities and composition of wastewater Sewage generated will be treated in sewage generated from the proposed activity) treatment plant based on MBBR Technology. Please refer Annexure-XI for sewage treatment details.
2.7. Give details of the water requirements Proposed rain water harvesting will be met from water harvesting? Furnish provided. details of the facilities created.
2.8. What would be the impact of the land use There is no change of land use. The project changes occurring due to the proposed will have proper storm water drainage facility project on the runoff characteristics as per storm water drain remarks by (quantitative as well as qualitative) of the concerned authority. So there will be no area in the post construction phase on a problem of water logging due to this project. long-term basis? Would it aggravate the problems of flooding or water logging in any way?
2.9. What are the impacts of the proposal on No the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any)
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
2.10. What precautions/measures are taken to Proper Storm drainage pattern will be prevent the run-off from construction provided and project boundary will be there. activities polluting land & aquifers? (Give All along the road storm water drains would details of quantities and the measures be provided to collect water during rains. taken to avoid the adverse impacts) They would be adequately sized to prevent over flooding of the site to avoid any adverse impact on the environment.
2.11. How is the storm water from within the The project will have proper storm water site managed? (State the provisions made drainage facility. So there will be no problem to avoid flooding of the area, details of of water logging due to this project. the drainage facilities provided along with a site layout indication contour levels) 2.12. Will the deployment of construction No laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation) 2.13. What on - site facilities are provided for Sewage: the collection, treatment & safe disposal Total Sewage Generated: 1448 KLD of sewage? (Give details of the quantities Treatment and disposal: of wastewater generation, treatment Sewage generated will be treated in sewage capacities with technology & facilities for treatment plant based on MBBR recycling and disposal) Technology. Please refer Annexure-XI.
Give details of dual plumbing system if Yes, dual plumbing system with colour 2.14. treated waste used is used for flushing of coding for all buildings shall be done as per toilets or any other use. standard practices.
3. VEGETATION
3.1. Is there any threat by the project to the No, there will be no significant impact of the biodiversity? (Give a description of the project on flora and other vegetation due to local ecosystem with it’s unique features, any of the pollution parameters during if any) operational phase of the project.
3.2. Will the construction involve extensive No. clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project)
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
3.3. What are the measures proposed to be Yes, the care has been taken to minimize the taken to minimize the likely impacts on air pollution due to other sources by help of important site features? (Give details of green belt cover. proposal for tree plantation, landscaping, 8751.07 sq.mt. RG area will be provided. creation of water bodies etc along with a Please refer Annexure – XVI for Green Belt layout plan to an appropriate scale) Development plan.
4. FAUNA
4.1. Is there likely to be any displacement of No, there will be no significant impact of the fauna- both terrestrial and aquatic or project fauna due to any of the pollution creation of barriers for their movement? parameters during operational phase of the Provide the details. project. No significant impact is envisaged on the local fauna during the operational phase of the project.
4.2. Any direct or indirect impacts on the No avifauna of the area? Provide details.
4.3. Prescribe measures such as corridors, fish Not Applicable ladders etc to mitigate adverse impacts on fauna.
5. AIR ENVIRONMENT 5.1. Will the project increase atmospheric No 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)
5.2. What are the impacts on generation of There will not be any type of dust, smoke, dust, smoke, odorous fumes or other odorous fumes or other hazardous gases hazardous gases? Give details in relation generated. to all the meteorological parameters.
5.3. Will the proposal create shortage of Entry points to the building have been parking space for vehicles? Furnish worked out keeping un view the desired details of the present level of transport movement of vehicles. infrastructure and measures proposed for Parking provided -845 nos. improvement including the traffic Annexure – XV for Parking Statement. management at the entry & exit to the project site.
22 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
5.4. Provide details of the movement patterns The layout plan of the proposed site has with internal roads, bicycle tracks, developed an internal road network in such a pedestrian pathways, footpaths etc., with manner that it will not only cater to building areas under each category. but also integrate the whole area of built masses and open spaces with a pedestrian dominated movement pattern. 5.5. Will there be significant increase in traffic No noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above.
5.6. What will be the impact of DG sets & DG set will be used in operation phase only other equipment on noise levels & in case of power failure. The DG Sets shall vibration in & ambient air quality around be as per the guide lines laid down by EPR the project site? Provide details. for specific noise emission standards. DG set will create no noise due to vibration as sound proof canopy will be provided. Measures shall be taken for reduction of noise by using acoustic enclosures with proposer stack height. 6. AESTHETICS 6.1. Will the proposed constructions in any No, the proposed project will indeed increase way result in the obstruction of a view, the aesthetic value of the area. scenic amenity or landscapes? Do the proponents take these considerations into account? 6.2. Will there be any adverse impacts from No new constructions on the existing structures? What are the considerations taken into account? 6.3. Whether there are any local No considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. 6.4. Are there any anthropological or No archaeological sites or artifacts 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 changes to Yes the demographic structure of local population? Provide the details.
23 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
7.2. Give details of the existing social The study area also has adequate water infrastructure around the proposed supply, storm water drainage, sewerage project. disposal system electricity supply and drinking water supply. The infrastructure facilities in the study area are adequately available and the proposed project will not pose any additional burden on it. 7.3. Will the project cause adverse effects on No local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?
8. BUILDING MATERIALS 8.1. May involve the use of building materials Energy Conservation – a priority feature. with high-embodied energy. Are the • Advanced Building Management Systems construction materials produced with (BMS) for energy conservation. energy efficient processes? (Give details • Proper signage’s for Energy conservation of energy conservation measures in the wherever applicable. selection of building materials and their • Optimum use of Glass with sun control energy efficiency) film. • For construction Ready Mix Concrete will be used to maximum possible extent. • Optimum use of fly ash in construction. • Uses of Concrete Blocks containing at least 20% fly ash for construction. 8.2. Transport and handling of materials During construction phase vehicles carrying during construction may result in construction material will be covered by traps pollution, noise & public nuisance. What to avoid spilling and blowing by wind. measures are taken to minimize the impacts? 83. Are recycled materials used in roads and No structures? State the extent of savings achieved?
8.4. Give details of the methods of collection, During operation phase of the project segregation & disposal of the garbage segregation or sorting of waste at its source generated during the operation phases of will be practiced in order to encourage reuse/ the project. recycling and to minimise the negative effects of the waste and increase its economic value. Separate bins will be placed to collect bio degradable and non – biodegradable waste. The biodegradable waste will be composted whereas other will be given to given to authorized agencies.
24 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
9. ENERGY CONSERVATION 9.1. Give details of the power requirements, Constructional Phase: 400KW source of supply, backup source etc. What Power Supply – MSEDCL is the energy consumption assumed per Connected Load Phase-I = 4502.76 KW square foot of built-up area? How have Connected Load Phase-II = 4079.57 KW you tried to minimize energy Total Connected Load = 8582.33 KW consumption? Demand Load Phase-I = 3362.28 KVA Demand Load Phase-II = 2953.33 KVA Total Demand Load = 6315.61 KVA No. of DG sets and capacity: Phase-I = 2 nos. of 250 KVA Phase-II = 1 no. of 250KVA & 1 nos. of 320KVA Please refer Annexure – XIII for electrical power requirement details and energy saving details Energy saving measures: 1. Energy use of T-5 28 watt tube lights instead of tube lights of 40 watts 2. Use of gear less lifts with VVVF drive. 3. Copper conductor cables are specified for sizes of 16 sq. mm & below, this will reduce losses & improve reliability. 4. All cables are de-rated to avoid heating during use. This also indirectly reduces losses & improves reliability. 5. Wherever techno-commercially appropriate, variable frequency drives have been incorporated on motor feeders which will save considerable energy. 6. Power factor for the complete electrical system is being maintained close to unity. This will reduce electrical. 9.2. What type of, and capacity of, power back DG sets will be provided for power back up up to you plan to provide? will be provided as standby for emergency services.
25 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
9.3. What are the characteristics of the glass Optimum use of Glass with sun control film. 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 Building orientation, wall to window ratio are being used in the building? Illustrate and thermal properties of envelop are being the applications made in the proposed looked into reduce solar heat gain and project. provide natural light and ventilation in all the areas.
9.5. Does the layout of streets & buildings -- maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details.
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 All the electrical installations and structures space conditioning, lighting and will confirm to energy efficiency norms as mechanical systems? Provide technical available in the market. details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications.
9.8 What are the likely effects of the building No any adverse impact of building activity. 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?
26 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
9.9 What are the thermal characteristics of the Brick bat Coba will be provided at roof level. 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. 9.10 What precautions & safety measures are Proper fire fighting system will be provided. proposed against fire hazards? Furnish Following are the various fire protection details of emergency plans. systems proposed • Wet riser/hose reels • Sprinklers in common Area • Fire alarm system • Fire doors with crash guard & Fire elevators • Smoke detectors, hooters, speakers & manual call point • Hand held fire extinguishers for each apartment • Heat & gas detectors • Public address system &Yard hydrants. 9.11 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 utilized 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.
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ANNEXURE –I-MOEF NOTIFICATION DATED: 22/12/2014
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ANNEXURE –II-AREA STATEMENT
Sr. No. Particulars Area (sq.mt.) 1 Area of plot … a As per 7/12 1,11,825.00 b As per demarcation 1,11,825.03 2 Area of plot (Min. Considered) 1,11,825.00 3 Deduction for -- a R.P. road area (9783.62) + set back area (246.35) 10,029.97 b Proposed road …. c Any reservation …. Total (a+ b+ c) 10,029.97 4 Balance Plot Area (2-3) 1,01,795.03 5 15% Amenity Area Required 15,269.25 5a Amenity plot provided 15,517.30 6 Net plot area (above 4-5a) 86,260.18 7 Additional for FSI Purpose …. a R.P. road area (9783.62) + set back area (246.35) 10,029.97 b Proposed road ….. c Any reservation …. d Total (a+b+c) 10,029.97 8 Gross plot area (above 6+7d) 96,290.15 9 FSI permissible 2.50 10 Permissible BUA (above 8 x9) 2,40,912.95 11 Existing floor area 81,098.32 12 Proposed floor area 69,374.28 13 Total built up area (Above 11+12) 1,50,472.60 14 FSI consumed Above 13/8) 1.5626
NON FSI AREA STATEMENT Sr. No. Description Area (sq.mt.) 1 Balcony 11,650.26 2 Stilt 17,965.33 3 Lift Machine Room 558.16 4 Staircase 1,016.93 5 Pump Room 412.51 6 Refuge Area 3,142.99 Total 52,077.52
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ANNEXURE –III- CONSTRUCTION AREA STATEMENT Sr. No. Particulars Area (sq.mt.) 1 F.S.I. Area 1,50,472.60 2 Non F.S.I. Area 52, 077.52 Total 2,02,550.12
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M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ANNEXURE –IV BUILDING DETAILS AND TENEMENT STATEMENT
No. of Type of Wing Configuration Residential Shops building building tenements (nos.) (nos.) 1 EWS 1A S+07 112 Nil 1B 112 Nil 1C 112 Nil 1D 112 Nil 2 EWS 2 P+S+14 216 Nil 3 EWS 3 P+S+14 216 Nil 4 EWS 4 S+14 216 Nil 5 LIG 5A P+S+14 310 Nil 5B P+S+14 310 Nil 6 LIG 6 S+07 112 Nil 7 LIG 7 S+07 112 Nil 8 LIG 8 S+07 112 Nil 9 LIG 9 S+07 112 Nil 10 MIG 10A P+S+12 47 Nil 10B P+S+12 47 Nil 10C P+S+12 47 Nil 11 MIG 11A P+S+12 47 Nil 11B P+S+12 47 Nil 11C P+S+12 47 Nil 12 MIG 12A G/S +12 47 2 12B G/S +12 47 2 13 MIG 13A G/S +12 47 2 13B G/S +12 47 2 13C G/S +12 47 2 Total 2681 10
31 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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ANNEXURE –V- COPY OF ENVIRONMENTAL CLEARANCE
ENVIRONMENTAL CLEARANCE DATED: 18TH JULY 2016
32 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ENVIRONMENTAL CLEARANCE DATED: 17TH OCTOBER 2014
33 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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ANNEXURE –VI- GOOGLE IMAGE AND LOCATION PLAN
GOOGLE IMAGE WITH PROJECT BOUNDARIES
LOCATION PLAN
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ANNEXURE –VII- LAYOUT PLAN
35 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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ANNEXURE –VIII- SOIL REPORT
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SOIL PROFILE
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ANNEXURE –IX- DETAILS OF EXCAVATION AND DEBRIS QUANTITY DETAILS ALONG WITH DISPOSAL
DETAILS OF EXCAVATION AND DEBRIS QUANTITY DETAILS ALONG WITH DISPOSAL Sr. Item Unit Usage in cum Balance No. Estimated Filling Soling MIG UCR Excavation Podium Quantity Area Soling 1 Murum cum 55186.623 55186.623 0.00
2 Soft Rock cum 14927.990 14927.990 0.00
3 Hard Rock cum 5366.488 2530.788 1105.00 1730.700 0.00
Total 146700.266 70114.61 2530.788 1105.00 1730.700 0.00
39 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ANNEXURE –X- SOLID WASTE MANAGEMENT
During Operation Phase:
The total solid waste generated during operation phase is categorized into biodegradable and non biodegradable waste. Biodegradable waste includes organic materials : Tea Leaves, Eggshells, Old Food, Vegetable Peels etc. and non biodegradable waste includes recyclable materials :paper, bottles, glass, note books, safety pins, caps of mineral water bottles etc. and other includes PET mineral water bottles, nitrogen sealed packaging for chips, tetra packs, thermocole, carbon paper, plastic coated visiting cards, sachets
The total solid waste generated during operation phase is estimated to be 7034 kg/day. Solid waste can be categorized in to biodegradable and Non- biodegradable solid waste. Biodegradable waste collected will be 4348 kg/day where as non- biodegradable waste will be 2686 kg/day.
SOLID WASTE QUANTITY STATEMENT Sr. Component Tenements Occupant Criteria For Solid Solid Waste Total No. (nos.) Load Waste Generation Generation (Kg/day) (nos.) (Kg/day) (Kg/day)
Wet Dry Wet Dry 1 Residential 2681 13405 0.300 0.200 4022 2681 6703 Tenements 2 Shops 10 30 0.075 0.175 2 5 7 Total 4024 2686 6710 4 Gardening 8751.07 sq.mt. 0.037 kg / sq. mt. / 324 324 day Total 7034
Solid waste management during operation phase:
• Segregation or sorting of waste at its source will be practiced in order to encourage reuse/ recycling and to minimise the negative effects of the waste and increase its economic value. • Separate bins will be placed to collect bio degradable and non – biodegradable waste. • Daily collection of waste will take place from all the bins. • Daily sweeping and collection of waste from roads and other common facility area would also be done daily in the morning by the same operator. • For waste collection either carts or a dedicated truck could be used. Separate collection for bio degradable and non – biodegradable wastes could be ensured. • Biodegradable waste will be composted whereas other will be given to given to authorized agency.
40 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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¾ SAVECO –THE MECHANICAL COMPOSTER:
• The 100% segregated bio-degradable waste has to be treated in this composting machine. • The machine works in two process stages of 5 min. each to complete one cycle. It’s termed as batch process. In initial 5 min. the machine crushes the waste & mixes it homogeneously with the bio decomposition culture. • In the second stage this homogeneous mixture is further mixed & churn with saw dust / bagasse, to soak the excess water content from the biomass which ultimately deodorizes it. • Later this pre-composted mass is kept for curing in the curing system consisting of crates & shelves for about 12 days. Optimum irrigation has to be observed to the curing system. • After the 12-14th day the container is ready with compost and can be used for field applications.
¾ SAVECO 200 (MECHANICAL COMPOSTING MACHINE)
• Area for Machine: SAVECO 200 requires around 2.5 Sq. Mts. (25sq feet) per Machine. • Area Required for Curing inline arrangement : 11 sq.mt.(120 sq feet ) per Machine. • Power: The Machine is empowered with 7.0 HP motors, namely 5.0 HP geared motor for mixing & churning (1No) and 1 high speed motors of 2.0 HP (2800 RPM) for chopping.
41 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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ANNEXURE –XI- SEWAGE TREATMENT PLANT DETAILS
SEWAGE GENERATION, TREATMENT AND DISPOSAL
Total Sewage Generation 1448 klpd STP Capacity 1500 klpd STP Technology MBBR Technology Recycled Water from STP 1303 klpd Sludge Generated 145 kg.
PROPOSED SEWAGE TREATMENT PLANT
• Waste water to be let into the bar screen chamber before letting to the collection tank. The waste water from the kitchen and the toilets to be let to the oil and grease separator before letting to the collection tank.
• Waste water goes through the following processes :
¾ BRIEF WRITE UP ON THE STP PROCESS
1. Scheme proposed for the treatment of sewage is a compact and effective Sewage Treatment Plant of following capacities:
2. We shall use the revolutionary “Moving Bed Bio Reactor (MBBR)” technology. The concept underlining the Moving Bed bioreactor is to provide continuously operating bio- film reactor, which is non-cloggable, does not require backwashing and has a very low pressure drop. This is achieved by growing the bio-film on smaller carrier elements that move along with the waste water in the reactor. The air stream constantly keeps the bio media is in suspension and at the same time provides the required oxygen to the biomass.
3. The system uses specially designed bio-media, which provides a large surface area for biological growth.
4. The bio-media is made of plastic material, which has a very long life. The media is cylindrical in shape and provides a large surface area in the given volume. The media provides about 800m2 effective area for growth of the bio film per M3 of volume.
• proposed system will consist of the following major stages:
• Sewage Collection and Pumping System
• Manual Bar Screen and Grit Chamber
• Aeration Tank and Tube-deck Settlers
42 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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• Filtration System
• Disinfection System
• Sewage Collection and Pumping System :
• Raw sewage will enter the raw sewage sump. Raw sewage transfer pumps will pump the sewage to the STP through the screen and grit removing stages. One Pump will be on duty and the other stand by.
• Manual Bar Screen and Grit Chamber:
• A combination of coarse and fine screens will be provided for removal of floating debris from the sewage. The coarse screen will have spacing of 10 mm and will be periodically cleaned. The fine screen will have a spacing of 5 mm and will also be periodically cleaned. The outlet from the Screen Chamber is let into the sewage treatment system.
• Proposed Sewage Treatment System will have the following major components :
• MBBR Bio Reactor Units
• Tube Settler Unit.
• Aeration System
• MBBR Bioreactors: The MBBR Aeration tanks are located next to each other. Each of the tanks will be provided with aeration pipelines at the bottom, which will be in stainless steel and are manifold to cover half the periphery of the tank. Aeration tank is filled with a specific quantity of the bio-media, which is made of plastic material with a specific gravity just below that of water, to enable it to remain in suspension.
• The inlet of the aeration tank is on the top with the sewage falling freely into the MBBR tank. The outlet is located on the opposite side, which has a perforated Screen mounted on it, which prevents the bio-media from flowing out of the MBBR Tank. Both compartments are connected to each other by a fabricated channel, which has perforated sheets on each side. The outlet of the second MBBR is connected to the Tube Settler Unit Tube Settler Unit: Sewage from aeration tank along with biological stabilized solids will flow by gravity to the Compact Tube Settler Unit.
• The separation of solid from sewage is achieved by laminar flow developed between the tubes. Due to this, heavier solids slide down along the inside of the tubes, whereas the clear water rises up and flows out.
43 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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• The sludge settling at the bottom of the tanks will be transferred from time to time to the sludge-holding tank. The clear water from the settling tank will overflow into the Filter Feed Tank.
• Aeration System: The Aeration System consists of 2 Nos. Air Blowers. One Blower will be on duty while the other will be on standby. The Blowers will be used for aeration inside the MBBR. • Filtration System:
• This consists of a Pressure Multimedia Filter that removes any remaining suspended solids in the treated water so as to ensure its total conformance with the discharge standards set by the regulatory authorities. The Filter is to be backwashed at pre-set intervals with water from the Treated Water tank.
• Disinfection System:
• The Disinfection System, which comprises of a dosing system, ensures complete removal of any remaining harmful organisms in the water. The water flowing into thePolishing Filter Feed Tank is dosed with an oxidant above and then allowed to remain in the tank for a predetermined time so that there is enough contact time for the oxidant to totally disinfect the water. • Sludge
• The excess sludge is pumped to the sludge tank from where de-sludging is to be done once every 3 – 6 months (depending on load factors) by pumping out to tankers and disposal engaging corporation private agencies.
STP FLOW DIAGRAM
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SEWAGE CHARACTERISTICS – BEFORE AND AFTER TREATMENT
Sr. No. Details Inlet Outlet Units 1. pH 6.0 – 8.0 6.0 – 7.0 -- 2. BOD 5 200- 300 Less than 10 mg/lit 3. COD 400 - 500 Less than 30 mg/lit 4. Total Suspended Solids 250 -400 Less than 10 mg/lit 5. Oil & Grease 50 Less than 10 mg/lit.
45 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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ANNEXURE –XII WATER MANAGEMENT
WATER REQUIREMENT AND SUPPLY SOURCE During Dry Season 1855 klpd • Total Fresh Water 1207 klpd • Total Recycled Waster Flushing -604klpd & Gardening -44 klpd During Wet Season 1811 klpd • Total Fresh Water 1207klpd • Total Recycled Waster Flushing – 604 klpd Water Supply Source MJP/Recycled Water • Total Fresh Water MJP • Total Recycled Waster STP Treated water During construction Tanker Water
WATER BALANCE STATEMENT Sr. Component Occupant Criteria For Water Water Requirement Total No. Load Requirement (lit/day) (lit/day) (nos.) Domestic Flushing Domestic Flushing 1. Residential 13405 90 45 1206450 603225 1809675 Tenements (2681 nos.) 2 Shops 30 20 25 600 750 1350 (10 nos.) Total (1 +2) 1207050 603975 1811025 4. Landscaping 8751.07 5 lit/sq. mt. 43755 43755 sq.mt Total (1 +2+3 ) 1854780
SEWAGE GENERATION, TREATMENT AND DISPOSAL Total Sewage Generation 1448 klpd STP Capacity 1500 klpd STP Technology MBBR Technology Recycled Water from STP 1303 klpd Sludge Generated 145 kg. Excess water During non monsoon - 655klpd During non monsoon –699 klpd
46 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
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ANNEXURE –XIII POWER REQUIREMENT AND SUPPLY SOURCE The power requirement during construction period will be about 400 kW, which will be temporary nature. The power requirement will be supply from MSEDCL. The power requirement during operation phase for connected load is 8582.33 KW and maximum demand is 6315.61 KW.
There will be also provision for DG set in case of emergency with acoustic enclosure. Total 4nos. of DG sets will be provided. 3nos. of DG sets of capacity 250 KVA each and 1 no. of DG set of capacity 320 KVA.
ELECTRICAL POWER REQUIREMENT CALCULATION
MHADA PROJECT MAHALUNGE PHASE-I PUNE. Electrical Load Calculations Summary
Sr Description EWS LIG MIG MIG no (S+7) (S+7) (P+S+12) (S+12) 112 T/S 112T/S 47T/S 47T/S Load In KW 1 Connected Load Per Tenement 2.09 3.16 4.90 4.90 2 No. of Dus per building. 112 112 47 47 3 Load in kw per building for Tenements 234.61 353.98 230.43 230.43 2 Load in kw of common areas Lights in building 2.80 2.75 3.32 3.23 3 (A)Total Connected lighting Load per building 237.42 356.72 233.75 233.66
4 (B) Total Load with Diversity considered 1.5 & 2.5 158.28 237.82 93.50 93.46 diversity factor
5 Load in kw for No.of Lifts 11.19 11.19 18.65 18.65 6 Load in kw for pumps per building 29.84 29.84 14.92 14.92 7 (C)Total Connected lift & pump Load per building 41.03 41.03 33.57 33.57
8 (D) Total load of lifts & pump with 2.5 diversity 16.41 16.41 13.43 13.43 factor
9 (E)Total connected load per wing (A+C) 278.45 397.75 267.32 267.23
10 (F)Total Max demand per wing (B+D) 174.69 254.23 106.93 106.89
11 (G)No. of Wings 4.00 4.00 6.00 5.00
12 Total Connected load for No of wings (E*G) 1113.78 1591.02 1603.89 1336.16
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13 Total Max demand for No of wings (F*G) 698.76 1016.91 641.56 534.46
14 Street light load 15.00 15 Load of Fire Fighting System 179.04 16 Load of Fire Fighting System with diversity 119.36 17 Total connected load of project in KW 4502.73 18 Total Max demand of Project in kW 3026.05 19 Load in kVA @ 0.9pf for project. 3362.28 KVA
MHADA PROJECT MAHALUNGE PHASE-II PUNE. Electrical Load Calculations Summary
Sr Description EWS EWS LIG no (P+S+14) (S+14) (P+S+14)
216 T/S 216T/S 310T/S Load In KW 1 Connected Load Per Tenement 2.23 2.23 3.37 2 No. of Dus per building. 216 216 310 3 Load in kw per building for Tenements 482.27 482.27 1043.93 2 Load in kw of common areas Lights in building 9.16 8.46 14.59 3 (A)Total Connected lighting Load per building 491.43 490.73 1058.52
4 (B) Total Load with Diversity considered 1.5 diversity 327.62 327.16 705.68 factor
5 Load in kw for No.of Lifts 18.65 18.65 37.30 6 Load in kw for pumps per building 11.94 11.94 38.79 7 (C)Total Connected lift & pump Load per building 30.59 30.59 76.09
8 (D) Total load of lifts & pump with 2.5 diversity factor 12.23 12.23 30.44
9 (E)Total connected load per wing (A+C) 522.02 521.32 1134.61
10 (F)Total Max demand per wing (B+D) 339.86 339.39 736.12
11 (G)No. of Wings 2.00 1.00 2.00
12 Total Connected load for No of wings (E*G) 1044.04 521.32 2269.22
13 Total Max demand for No of wings (F*G) 679.71 339.39 1472.23
14 Street light load 10.00
48 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
15 Load of Fire Fighting System 234.99 16 Load of Fire Fighting System with diversity 156.66 17 Total connected load of project in KW 4079.57 18 Total Max demand of Project in kW 2658.00 19 Load in kVA @ 0.9pf for project. 2953.33 KVA
DG SET REQUIREMENT CALCULATION PHASE-I LOAD CALCULATION OF PROPOSED D.G.SET FOR BLDG. NOS- 01A,B,C,D& 6,7,8,9, 11A.
Sr. Description of Item Load Total load Load in Load in No. In KW (In KW) case of normal case fire (In KW) (In KW) EWS LIG MIG (4 Nos (4 No Wing) (1 No Wing) Wings) 1 Common area 7.4 7.16 2.24 16.80 16.80 16.80 Lighting Load 2 Lift Load 60 60 18.65 138.65 138.65 138.65 3 Pump Load 119.36 119.36 14.92 253.64 253.64 Fire Fighting: Sprinkler 6 Jockey Pump 5.60 5.60 5.60 7 Main Pump 55.95 55.95 55.95 Total Load 470.64 217.00 409.09 (To reduce jockey pump 5.60 5.60 load) Nett Total Load 465.04 211.40 409.09 Load @ 0.7 Diversity factor 325.53 147.98 286.36 20% Spare capacity 65.11 29.60 57.27 (i.e.: 80% Efficency of DG Set) Total load in KW 390.63 177.58 343.64 Total load in KVA 488.29 221.97 429.54 Proposed capacity of D.G. 500.00 250.00 500.00 Set RECOMMENDED CAPACITY OF D. G. SET : 250kVA
49 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
LOAD CALCULATION OF PROPOSED D.G.SET FOR BLDG. NOS- 10ABC, 13ABC, 11BC, 12AB.
Load in case Load Total load (In Load in normal case Sr. No. Description of Item of fire In KW KW) (In KW) (In KW)
MIG ( 10 Wing)
Common area Lighting 1 22.4 22.40 22.40 22.40 Load 2 Lift Load 93.25 93.25 93.25 93.25 3 Pump Load 149.20 149.20 149.20 Fire Fighting:
Sprinkler 6 Jockey Pump 5.595 5.60 5.60 7 Main Pump 111.9 111.90 111.90 Total Load 382.35 233.15 264.85
(To reduce jockey 5.60 5.60 pump load)
Nett Total Load 376.75 227.55 264.85
Load @ 0.7 263.73 159.29 185.40 Diversity factor 20% Spare capacity (i.e.: 80% 52.75 31.86 37.08 Efficency of DG Set) Total load in KW 316.47 191.14 222.47 Total load in 395.59 238.93 278.09 KVA Proposed capacity of 400.00 250.00 320.00 D.G.Set RECOMMENDED CAPACITY OF D. G. SET : 250kVA
50 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
PHASE-II
LOAD CALCULATION OF PROPOSED D.G.SET FOR BLDG. NOS- 2, 3, 5A. Sr. Description of Item Load Total Load in case of Load in normal No. In KW load fire case (In KW) (In KW) (In KW) EWS LIG (2 Nos (1 No Wing) Wings)
1 Common area 16.52 13.24 29.76 29.76 29.76 Lighting Load
2 Lift Load 50 50 100.00 100.00 100.00 3 Pump Load 23.87 38.79 62.66 62.66 Fire Fighting: Sprinkler
6 Jockey Pump 5.60 5.60 5.60 7 Main Pump 111.9 111.90 111.90 Total Load 309.92 247.26 192.42 (To reduce jockey pump 5.60 5.60 load) Nett Total Load 304.32 241.66 192.42 Load @ 0.7 Diversity factor 213.03 169.16 134.70 20% Spare capacity 42.61 33.83 26.94 (i.e.: 80% Efficency of DG Set) Total load in KW 255.63 202.99 161.64 Total load in KVA 319.54 253.74 202.05 Proposed capacity of 400.00 320.00 250.00 D.G.Set
RECOMMENDED CAPACITY OF D. G. SET : 320kVA
51 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
PHASE-II LOAD CALCULATION OF PROPOSED D.G.SET FOR BLDG. NOS- 4, 5B. Sr. Description of Item Load Total load Load in case Load in No. In KW (In KW) of fire normal case (In KW) (In KW) EWS LIG ( 1 Wing) ( 1 Wing)
1 Common area Lighting 7.56 13.24 20.80 20.80 20.80 Load
2 Lift Load 25 50 75.00 75.00 75.00 3 Pump Load 11.94 38.79 50.73 50.73 Fire Fighting: Sprinkler 6 Jockey Pump 5.595 5.60 5.60 7 Main Pump 111.9 111.90 111.90 Total Load 264.02 213.30 146.53 (To reduce jockey pump load) 5.60 5.60 Nett Total Load 258.43 207.70 146.53 Load @ 0.7 Diversity factor 180.90 145.39 102.57 20% Spare capacity 36.18 29.08 20.51 (i.e.: 80% Efficency of DG Set) Total load in KW 217.08 174.47 123.08 Total load in KVA 271.35 218.09 153.85 Proposed capacity of D.G. 320.00 250.00 180.00 Set
RECOMMENDED CAPACITY OF D. G. SET : 250kVA
52 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ENERGY SAVING MEASURES ALSO CALCULATION IN PERCENTAGE SAVING PHASE-I Detailed Calculations for Energy Saving in Common area Lights MHADA Project Mahalunge Phase-I Pune.
EWS Type Building (S+7) (112T/s) No. of Tube light fixtures in common area = 68 Nos For 4 Nos of Wings = 272 Nos
LIG Type Building (S+7) (112T/s) No. of Tube light fixtures in common area = 66 Nos For 4 Nos of Wings = 264 Nos
MIG Type Building (P+S+14) (310T/s) No. of Tube light fixtures in common area = 97 Nos For 6 Nos of Wings = 582 Nos
MIG Type Building (P+S+14) (310T/s) No. of Tube light fixtures in common area = 94 Nos For 6 Nos of Wings = 470 Nos
Total Nos of light fixtures for project = 1588 Nos
By using conventional Tube Light fixtures of 40w Connected Load of Common area Lights = 63.52 kw
If 28 watt T5 Tube Light is used in place of 40watt Tube Light Connected Load of Common area Lights = 44.46 kw
Difference in Connected Load due to use of T-5 Tube Light = 19.06 kw
= 19.06 kwatt i.e. percentge saving is 30%
If Common Area Lights operates for 12 Hrs daily then energy saved will be
19.06kw x 12Hrs = 228.72 kwh (Units)
Energy saving per year by using T-5 Tube Lights (A) = 83482.8 kwh
If we provide 28watt T5 Tube lights for Common areas and use Solar PV system to drive these 28watt T5 Tube Light Fixtures, the Energy saved will be as under.
53 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
Consumption of T-5 28 Watt Tube Lights with 12 Hrs Operation time
Total of Tube Lights Common area = 1588 Nos
Total Load of Common area Lights = 44.46 kw ( With T-5 28watt Tube Light Fixtures)
Consumption per day with daily 12 Hrs operation = 533.52 Kwh
Energy saving per year by using Solar PV system (B) = 194734.8 Kwh
Total Energy saving per year is (A+B) = 278217.6 Kwh
Total Numbar of Lifts = 38 Nos
Total Electrical Load of Lifts = 354.35 kw
Energy Consumption for 6 Hours of operation per day= 2126.1 kwh
Energy consumption per year for Lifts without VVVF drive = 776026.5 kwh
The Lifts always operates at Partial Load. The use of VVVF Drive for Lift motor will result in energy saving by 35%.
Total Load of Lifts with use of VVVF Drive = 230.33 kw
Energy Consumption for 6 Hours of operation per day= 1381.97 kwh
Energy consumption per year for Lifts WITH VVVF drive = 504417.2 kwh
Energy saving per year due to use of VVVF Drive = 271609.3 kwh
54 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
PHASE-II Detailed Calculations for Energy Saving in Common area Lights MHADA Project Mahalunge Pune.
EWS Type Building (P+S+14) (216T/s) No. of Tube light fixtures in common area = 295 Nos For 2 Nos of Wings = 590 Nos
EWS Type Building (S+14) (216T/s) No. of Tube light fixtures in common area = 270 Nos For 1 Nos of Wings = 270 Nos
LIG Type Building (P+S+14) (310T/s) No. of Tube light fixtures in common area = 473 Nos For 2 Nos of Wings = 946 Nos
Total Nos of light fixtures for project = 1806 Nos
By using conventional Tube Light fixtures of 40w Connected Load of Common area Lights = 72.24 kw
If 28 watt T5 Tube Light is used in place of 40watt Tube Light Connected Load of Common area Lights = 50.57 kw
Difference in Connected Load due to use of T-5 Tube Light = 21.67 kw
= 21.67 kwatt i.e. percentge saving is 30%
If Common Area Lights operates for 12 Hrs daily then energy saved will be
21.67kw x 12Hrs = 260.04 kwh (Units)
Energy saving per year by using T-5 Tube Lights (A) = 94914.6 kwh
If we provide 28watt T5 Tube lights for Common areas and use Solar PV system to drive these 28watt T5 Tube Light Fixtures, the Energy saved will be as under.
Consumption of T-5 28 Watt Tube Lights with 12 Hrs Operation time
Total of Tube Lights Common area = 1806 Nos
Total Load of Common area Lights = 50.57 kw ( With T-5 28watt Tube Light Fixtures)
606.84 Kwh
55 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
Consumption per day with daily 12 Hrs operation =
Energy saving per year by using Solar PV system (B) = 221496.6 Kwh
Total Energy saving per year is (A+B) = 316411.2 Kwh
Total Numbar of Lifts = 14 Nos
Total Electrical Load of Lifts = 130.55 kw
Energy Consumption for 6 Hours of operation per day= 783.3 kwh
Energy consumption per year for Lifts without VVVF drive = 285904.5 kwh
The Lifts always operates at Partial Load. The use of VVVF Drive for Lift motor will result in energy saving by 35%.
Total Load of Lifts with use of VVVF Drive = 84.86 kw
Energy Consumption for 6 Hours of operation per day= 509.15 kwh
Energy consumption per year for Lifts WITH VVVF drive = 185837.9 kwh
Energy saving per year due to use of VVVF Drive = 100066.6 kwh
56 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ANNEXURE –XIV NEAREST LOCATIONS IN MAHLUNGE SITE
SR Name of Place Name of Location Distance from No Project Site 1. Nearest Bus Stop Mahalunge MIDC PMPL 3.0 Km (Public Transport) Mahalunge Village PMPL stop 1.0 Km Nanekarwadi Stop 2.3 Km Kharabwadi stop 4.0 Km Nearest MSRTC. ChakanMSRTC.Bus Stop 7.0 KM Bus Stop 2. Nearest Service Station ChakanTyre Shop 5.0 Km MarutiSai Service Station 2.3 Km 3. Nearest School Primary School 1.0 Km ShivalePatil English Mediam 3.5 km School 4. Market / Super Market Saurab Super Market 3.0 km 5. Nearest collage Siddhanat Collage of engineering 6.5 P.K. Technical Compass chakan 7.0 KM 6. Nearest Hospital Unicare Hospital 6.6 Km MED LAB specility Blood Testing 7.0 Km Lab Mahalunge Hospital 1.5 Km Gloriosa Healthcare 1.5 Km 7. Post Office Chakan-Khed Post Office 6.0Km
8. Telephone Office Telephone Exchange 6.5 Km Air Tel 6.0 Km 9. MIDC Water Supply Water Supply Office MIDC 1.0 Km
10. Nearest Railway Station Chinchvad railway station 17 KM. Pimpri railway station 20 KM. Akurdi railway station 16.5 Km Talegaon railway station 17 Km
11. Police Station Chakan Police Station Mahalunge 1.5 Km
12. Fire Station Fire Station Near MIDC 1.5 KM
13. Electricity Office MSEB Office 2.0 Km
14. Bank / ATM Bank Of India Kharbwadi 2.5 Km HDFC Bank Mahlunge& ATM 1.0 Km Janseva Bank 2.8 Km
57 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ICICI ,SBI,ATM Karabwadi 2.5 Km Anna Shebsahakari Bank ltd 6.0 Km Kotak,HDFC,RBL,IndianOverseas, 6.0 Km Axix,Fedral Bank ,Vijaya Bank & ATM Center near chakan Bank Of Maharashtra,ICICI Bank & 1.0 Km ATM Mahlunge Rajguru Bank , Mahlunge 1.0 Km 15 Nearest Petrol Pume HP Petrol Pump 1.7 Km Bharat Petrol Pump 1.5 Km Indian Oil 2.0 Km 16 Market / Super Market Saurab Super Market 3.0 km 17 Nearest Highway Pune -Nashik Highway 7.0 Km
58 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
ANNEXURE –XV PARKING STATEMENT
EXISTING PARKING STATEMENT FOR PHASE-I BLDG. TYPE REQD. NO. OF PARKING TEN. CAR SCOOTER CYCLE EWS 448 - - - - 448 448 LIG 448 224 448 448 MIG 270 135 270 270 TOTAL 1166 359 1166 1166 ADD 10% VISITORS PARKING 36 117 117
TOTAL PARKING REQUIRED 395 1283 1283
PARKING PROVIDED AT OPEN SPACES 143 495 244 AT PODIUM 138 240 408 AT STILT 124 555 648 TOTAL PARKING PROVIDED 405 1290 1300
EXISTING PARKING STATEMENT FOR PHASE-I REQD. NO. OF PARKING BLDG. TYPE TEN. CAR SCOOTER CYCLE MIG 247 83 247 247 TOTAL 247 83 247 247 ADD 50% PARKING FOR METROPOLITAN 42 124 124 REGION TOTAL PARKING REQUIRED 125 371 371 PARKING PROVIDED AT OPEN SPACES 80 330 220 AT STILT 50 45 180 TOTAL PARKING PROVIDED 130 375 400
TOTAL REQUIRED PARKING STATEMENT CAR SCOOTER CYCLE EXISTING PARKING 395 1283 1283 PROPOSED PARKING 125 371 371 TOTAL PARKING REQUIRED 520 1654 1654
59 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
TOTAL PROVIDED PARKING STATEMENT CAR SCOOTER CYCLE EXISTING PARKING 405 1290 1300 PROPOSED PARKING 130 375 400 TOTAL PARKING PROVIDED 535 1665 1700
PROPOSED PARKING STATEMENT PH-II REQD. NO. OF PARKING BLDG. TYPE TEN. CAR SCOOTER CYCLE EWS-(BUA UPTO 50 SQ.M.) FOR 4 648 0 810 810 TN(0-5-5) LIG-(BUA 50 TO 100 SQ.M.) FOR 3 620 207 620 620 TN(1-3-3) TOTAL 1268 207 1430 1430 ADD 50% PARKING FOR METROPOLITAN REGION 103 715 715 TOTAL PARKING REQUIRED 310 2145 2145
PARKING PROVIDED AT OPEN 21 179 AT STILT 100 398 AT BELOW BLDG 189 1568 TOTAL PARKING PROVIDED 310 2145 2145
60 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
PARKING LAYOUT
61 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
ANNEXURE –XVI- GREEN BELT DEVELOPMENT
RG AREA STATEMENT
Net Plot Area 86335.21 sq.mt RG area required 10% on Net Plot Area 8633.52 sq.mt RG area provided 8751.07 sq.mt
LIST OF PROPOSED PLANTATION FOR THE SCHEME
Scientific Name Common Name Erythrinaindica Indian Coral Tree Cassia fistula Indian Laburnum Peltophorumpterocarpum Copper Pod Azadirachataindica Neem Tree Delonixregia Gulmohar Mountain Ebony/ Bauhinia purpurea Purple orchid tree Thespesiapopulnea Portia tree AeglemarmelosCorrea Golden apple/stone apple African Tulip Tree/ Spathodeacampanulata Scarlet Fountain Tree Albizialebbeck Rain tree Bombaxmalabaricum Red Silk Cotton Millingtoniahortensis Indian Cork tree Cordiasebestena Scarlet cordial Tamarindusindica Tamarind Emblicaofficinalis Amla Pithecolobiumdulce VilayatiImli Micheliachampaca Sonchapha Nyctanthesarbortristis Parijatak Mimusopselengii Bakul Cauropittaguinensis Kailashpati Cassia Siamia Pink cassia Choclospermumreligiosum Yellow silk cotton Ceibapentandra White silk cotton Polyalthialongifolia Mast tree Washingtoniaphillipensis Fan palm Washingtoniachinensis Chinese fan palm Wodeytiabifurcata Foxtail palm Bismarkianobilis Bismark Palm Caryotamitis Fishtail palm Roystoniaregia Royal Palm
62 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.
M/s. FINE ENVIROTECH ENGINEERS FORM I-IA
Dypsisdecaryii Traingle palm Barringtoniaracemosa Samudraphal Scheffleraactiniphylla Umbrella tree Amherstianobilis Pride of Burma Total
63 PROPOSED GROUP HOUSING SCHEME BY PUNE HOUSING & AREA DEVELOPMENT BOARD.