APPENDIX II (See paragraph 6) FORM-1 A (only for construction projects listed under item 8 of the Schedule) CHECK LIST OF ENVIRONMENTAL IMPACTS 1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) 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 are submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans. The proposed land use is in conformity with the Development Plan (DP) of the area. REFER ANNEXURE I: AERIAL VIEW REFER ANNEXURE II: SITE LOCATION PLAN & DP PLAN REFER ANNEXURE III: CONTOUR LEVELS PLAN REFER ANNEXURE IV: MASTER LAYOUT PLAN REFER ANNEXURE VI: PARKING & TRAFFIC MANAGEMENT PLAN 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. Details are as follows: Total Plot Area: 24635.80 m 2 Total Built up Area (FSI): 45832.35 m 2 Total Built up Area (NON FSI): 49552.72 m 2 Total Construction Area: 95385.07 m 2
Area Statement 1. Area of Plot 24635.80 2. Deductions for a) Road Widening 0.00 b) Proposed Road (DP) 0.00 c) Green Belt 2824.18 d) NDZ Area 0.00 e) Nalla Area 992.51 f) Other 0.00 Total (a + b + c + d + e + f ) 3816.69 3. Net Area of Plot (1-2) 20819.11 4. Deductions for a) Amenity Space 0.00 b) 10 % Open Space 2083.00 c) Internal Road 604.76 Total 2687.76 5. Net Balance Plot Area of Plot (3-4) 18131.35 6. Addition for FSI a) Open Space (Notional) 0.00 b) Internal Road 604.76 c) other 0.00 Total 604.76 7. Net Area 18736.11 8. Floor Space Index Permissible 1 9. Perm. Floor Area (7 x 8) 18736.11 10. TDR Area Statement 11. Area Under BRT TDR 5090.64 12. Area Outside BRT 22559.36 TDR 13. Total TDR 27650.00 14. Total Perm. Built Up Area (9 + 11 + 12) 46386.11 15. Proposed Areas a) Proposed Residential Area 45076.19 b) Proposed Commercial Area 490.01 c) Proposed Industrial Area 0.00 d) Proposed Special Use Area 0.00 16. Excess Balcony Area Taken in FSI 542.76 17. Total Built Up Area Proposed (14 + 15 + 16 + 17 + 18 +19) 46111.36 18. coverage Calculations Below Stilt 50 % Proposed Exc. Gr. Coverage Perm. Above Stilt 20 % 3626.27
Proposed 4803.20 Exc. Gr. Coverage 1176.93 TENEMENT STATEMENT Sr. No. WINGS Floors Flat Unit 1 RK 1 BHK 2 BHK 3 BHK Tenement (Nos.) Population 1 A Building (P + 12) 02 77 125 00 204 1020 2 B Building (P + 12) 00 69 24 24 117 585 3 C Building (P + 12) 00 44 96 00 140 700 4 D Building (P + 12) 00 44 96 00 140 700 5 E Building (P + 12) 00 94 00 00 94 470 6 F Building (P + 12) 00 69 24 24 117 585 7 G Building (P + 12) 00 48 46 00 94 470 8 H Building (P + 12) 00 48 46 00 94 470 Total 02 493 457 48 1000 5000 9 Commercial (A Building) Shops-12 Nos. Area- 351.82 m 2 118 Total 5118
WATER CONSUMPTION: During Construction Phase: 30m 3 /day. Source: Tanker/Bore well During Operation Phase: Water Source: PCMC Water Demand: Dry Season Total Water demand is - 695.98 m 3 /day Domestic for residence is 450.00 m 3 /day Flushing for residence is - 225.00 m 3 /day Domestic for Commercial is 2.36 m 3 /day Flushing for Commercial is - 2.95 m 3 /day Landscaping is - 10.67 m 3 /day Club House - 5.00m 3 /day Sr. No Description Water Requirement (Cum/day) Loss (Cum/day) Sewage Generation (Cum/day) Water Use(Cum/day) Fresh Recycled 1 2 Domestic for residential building (@ 90 LPCD) no. of. Person 5000 Flushing for residential building (@ 45 LPCD) no. of. Person 5000 450.00 45.00 405.00 450.00-225.00 22.50 202.50-225.00 3 4 Domestic for Commercial Building (@ 20 LPCD) No. of. Persons 118 Flushing for Commercial Building (@ 25 LPCD) No. of. Persons 118 2.36 0.23 2.12 2.36-2.95 0.29 2.65-2.95 5 Landscaping 10.67 - - - 10.67 6 Club House 5.00 0.50 4.50 5.00 - TOTAL 695.98 68.52 616.77 457.36 238.62 STP Capacity 625 m 3 /day
POWER REQUIREMENT: (ANNEXURE VIII WATER BALANCE STATEMENT) SOURCE Maharashtra State Electricity Distribution Company Limited (MSEDCL) During Construction Phase: Total Load 30 KW Source MSEDCL During Operation Phase: Total Connected Load 4266 KW Maximum Demand 3792 KW Transformer 630 KVA- 4 No DG Set 250 KVA- 1 No & 200 KVA- 1 No Total Fuel Consumption- 250 KVA 53.6 lit/hr. (100% load) 200 KVA 43 lit/hr. (100% load) (ANNEXURE XIII ELETRICAL CALCULATION, D.G. CHART & LOCATION) PARKING STATEMENT: Approximately 510 Nos. of four wheelers, 2030Nos. of two wheelers & 2010Nos. cycles are proposed in the residential complex. Internal circulation pattern will be so as to avoid any congestion within the complex. Parking space will be allotted within the campus. (REFER ANNEXURE VI PARKING AND TRAFFIC MANAGEMENT PLAN) 1.3.What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use and disturbance to the local ecology). Although it is a construction activity, its impact on air quality, water quality, noise and soil will not be notable. As a matter of fact this activity will have positive impact, on socioeconomic culture of people residing in the vicinity of the proposed area. There will not be any disturbance to the local ecology as the selected site for the construction is a barren land. The project site and the surrounding area are not developed. The plantations, which would be grown in the residential area, will be helpful in increasing green cover of the area. This would also increase avifauna in the area. 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). Generally, soil types found in Pune district are black, copper, red, & paddy soil. Soil blends of variable properties are modified by sand, gravel, lime salts, & other ingredients. (REFER ANNEXURE III - CONTOUR PLAN)
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) Not Applicable (REFER ANNEXURE III - CONTOUR PLAN) 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.)? The debris will not be generated at the project site as the excavated material will be utilized on site for filling. 1.7. Give details regarding water supply, waste handling etc. during the construction period. Total water requirement during construction phase will be approximately 30m 3 /day for domestic use for the workers working/dwelling on the site. The construction water requirement will be in addition to this. The source will be Tankers. The non biodegradable solid waste will be segregated and will send to kabadi. The wet waste will be treated by Organic Waste Convertor. A septic tank and soak pit will be constructed for temporary shelters of construction workers. The construction debris and cut and fill waste will be recycled for road construction 1.8. Will the low-lying areas & wetlands get altered? (Provide details of how low lying and Wetland are getting modified from the proposed activity) Not Applicable 1.9. Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labor and the means of disposal) Construction debris and waste during construction will not cause health hazard. The natural depression on site will be lined and converted into water bodies which would add to passive cooling and will act as Rainwater Harvesting devices. Construction debris generated will be used for development of landscape. 2. WATER ENVIRONMENT 2.1. Give the total quantity of water requirement for the proposed project with the breakup of requirements for various uses. How will the water requirement be met? State the sources & quantities and furnish a water balance statement. During Construction Phase: 30m 3 /day. Source: Tanker/Bore well During Operation Phase: Water Source: PCMC Water Demand: Dry Season Total Water demand is - 695.98 m 3 /day
Domestic for residence is Flushing for residence is Domestic for Commercial is Flushing for Commercial is Landscaping is Club House 450.00 m 3 /day - 225.00 m 3 /day 2.36 m 3 /day - 2.95 m 3 /day - 10.67 m 3 /day - 5.00m 3 /day STP Capacity 625 m 3 /day (ANNEXURE VIII WATER BALANCE STATEMENT) 2.2 What is the capacity (dependable flow or yield) of the proposed Source of water? The source of water during operation is PCMC 2.3. What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality) The water will be available from PCMC which will accomplish the water requirement for this residential complex. 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) About 238.62 m 3 /day of water will be recycled for flushing at residential building & landscaping. 2.5. Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption) Not Applicable 2.6. What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) There will not be any incremental pollution load from the proposed activity. The Quantity of sewage is about 84.35 % of domestic water consumption. The wastewater-generated from the proposed activity shall be domestic. Total water will be treated and recycled within the site to the extent possible. 2.7. Give details of the water requirements met from water harvesting? Furnish details of the facilities created.
Run-off Calculation Type Area (m 2 ) Co-efficient of Runoff Maximum Intensity of rainfall (m/hr) Rain Water collection (m 3 /hr) Roof Top 4805.60 0.8750 0.075 315.37 Hardscape area 11321.79 0.825 0.075 700.54 Garden area 2005.00 0.200 0.075 30.08 TOTAL 18132.39 1045.98 DETAILS OF STORM WATER DRAINAGE SYSTEM INTENSITY OF PRECIPITATION Maximum Intensity of rainfall in Pune is 700 mm/year. Total No. harvesting pits: 09 Nos. (ANNEXURE XV: RAIN WATER HARVESTING & STORM WATER MANAGEMENT PLAN) 2.8. What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way? The proposed land use is in conformity with the DP so there will not be any land use change. The runoff from the project site will be used for the aquifers. The storm water drains of the area are proposed to be connected to the future drain line which is future development along the project. 2.9. What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any) A comprehensive Rainwater Harvesting System will be implemented in the form of aquifer recharge. The water table in the area is likely to increase due to the proposed system with no adverse effects envisage. 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)
The runoff from the site will be filtered mechanically and present rate of discharge will be retained without any incremental pollution load from the site. 2.11. How is the storm water from within the site managed?(state the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels) Run-off Calculation: Type Area (m 2 ) Co-efficient of Runoff Maximum Intensity of rainfall (m/hr) Rain Water collection (m 3 /hr) Roof Top 4805.60 0.8750 0.075 315.37 Hardscape area 11321.79 0.825 0.075 700.54 Garden area 2005.00 0.200 0.075 30.08 TOTAL 18132.39 1045.98 DETAILS OF STORM WATER DRAINAGE SYSTEM INTENSITY OF PRECIPITATION Maximum Intensity of rainfall in Pune is 700 mm/year Total no. harvesting pits: 09 Nos. (REFER ANNEXURE XV: RAIN WATER HARVESTING & STORM WATER MANAGEMENT PLAN) 2.12. Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation) During construction phase numbers of workers will be 50. Municipal solid waste generated during construction will be composted at site. Temporary Toilets, Septic tank and soak pits are provided during construction phase. This will not lead unsanitary conditions at the site. 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)
The sewage will be collected from 1000 Nos. tenements & 351.82 m 2 commercial areas. The quantity of sewage is about 84.35 % of domestic water consumption. The waste water generated from the proposed activity shall be domestic. Sewage will be treated in the sewage treatment plants of 625m 3 /day. The treated sewage will be recycled for flushing and gardening and surplus will be connected to pond. (REFER ANNEXURE IX SEWAGE TREATMENT PLANT- SCHEMATIC PLAN & PLAN) DESIGN BASIS This Sewage treatment plant has been designed to treat the domestic wastewater generated in the project of Kesar Tree Town at Moshi, Pune having following characteristics: Design Basis: a) Plant Capacity: 625m 3 /day b) Technology: MBBR DESIGN PARAMETERS: (REFER ANNEXURE IX SEWAGE TREATMENT PLANT- SCHEMATIC PLAN) 2.14 Give details of dual plumbing system if treated waste is used for flushing of toilets or any other use. The sewage will be collected from 1000 tenements 351.82 m 2 commercial area. The quantity of sewage is about 84.35% of domestic water consumption. The waste water generated from the proposed activity shall be domestics. Sewage will be treated in the sewage treatment plant
of 625m 3 /day. The treated sewage partly recycled for flushing & partly connected to Municipal Sewer line. 3. VEGETATION 3.1. Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any) There will not be any threat of the project to the biodiversity. The selected site for project is a barren land. The project proponents have proposed a landscape development plan, which includes planting of flowering and shady trees, shrubs and lawn within the plot. 3.2. Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) No. Selected site is a barren land. However, the project site will cover the flowering plants, lawns. The open spaces inside the plot will be suitably landscaped and covered with vegetation. 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) The site presently is a barren land with no important site features. All the existing drain lines and trees will be retained and conserved. Landscaping and Tree Plantation Landscape area 2081.95 m 2 Total no. of trees to be planted 266 Nos. (REFER ANNEXURE XII - LANDSCAPE PLAN & LIST OF TREES) 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. No 4.2. Any direct or indirect impacts on the avifauna of the area? Provide details. No 4.3. Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna The proposed project will not have any adverse impact on the flora or 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) As this will be a Residential & Commercial complex, air pollution is not expected to be a major concern. 5.2. What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters. During construction phase, suspended particulate matter, dust, will be the main pollutant, which could be generated from site development activities and movement of vehicles. Odorous fumes or hazardous gases generation is not expected. Concentration of SO 2, NO 2 and CO may rise a little due to traffic. Proper upkeep and maintenance of vehicles, sprinkling of water on roads and construction site and providing sufficient vegetation all around the plant site are some of the measures that would reduce the impact during construction phase. 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. Approximately 510 Nos. of four wheeler, 3010Nos. of two wheelers & 2010Nos. of cycle proposed within the complex will ensure no traffic congestion outside the campus. Measures proposed for traffic management at the entry and exit to the project site are: Maintaining flow of traffic for approach roads Entry and Exit points carefully placed so as not to disturb this flow. Easy fire tender movement and around the complex ensuring accessibility to every building. (REFER ANNEXURE VI PARKING AND TRAFFIC MANAGEMENT PLAN) 5.4. Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. Area of drive way will be 6 m wide. 5.5. Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above. The proposed activity being of residential type will not cause a notable increase in the noise and vibration during operation. Sources of noise Pollution during construction phase are machinery like compressor, Compactors, Concrete Plant, Cranes and transportation materials. Mitigation measures: The project proponents have agreed to take precautions to control noise pollution as mentioned under: Use of equipment generating noise of not greater than 90 db (A). High noise generating construction activities would be carried out only during daytime. Also, adequate parking space will be provided to avoid crowding and noise pollution Installation, use and maintenance of mufflers on equipment. Workers working near high noise construction machinery would be supplied with ear muffs/ear plugs.
5.6.What will be the impact of DG sets & other equipment on noise levels & vibration in & ambient air quality around the project site? Provide details. Source Maharashtra State Electricity Distribution Company Limited (MSEDCL) During Construction Phase: Sources of noise pollution during construction phase are machinery like Earthmoving Machinery, Mini Hoist Crane, Mixer, Lift lade, JCB, Dumpers, Compressors and transportation materials These machineries will be used only day time. Canopies will be provided to these mechanical devices to reduce noise & vibration. Maximum mitigation measures such as regular maintenance or overhauling etc. During Operation Phase: There will not be any considerable impact on the ambient air quality around the project site as CPCB approved DG sets along with acoustic room will be developed and plantation will be provided. 6. AESTHETICS 6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents? No. Proposed construction will not result in obstruction of a view, scenic amenity or landscapes. 6.2. Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? Not Applicable. 6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. No 6.4. Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered No 7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details. Critically analyzing the socio-economic baseline in the context of the proposed project, the impacts of the project could be variable in nature. The proposed project does not involve any displacement of inhabitants.
During construction 50 workers will be provided temporary shelters at the site. After completion of the project, there will be influx of 5000 Residential population and 118 Commercial population people in the area. The population of the area is likely to increase. 7.2. Give details of the existing social infrastructure around the proposed project. This project has proposes of Residential and Commercial Complex by M/s Kesar Vighnaharta Group coming up at Moshi, Pune. This area is rapidly developing. 7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? It could be seen that the overall impact on Socio-Economic Environment is positive and permanent in nature. The impacts on socio-economic environment due to the proposed Projects are as follows, Possible source of income for this community are direct like Construction and various job works in complex Improvement in transport, communication facilities. Improvement in lifestyle & social status etc. Increase in revenue generation Due to the proposed project, facilities are likely to grow in line with the development. 8. BUILDING MATERIALS 8.1. May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency) Conventional construction materials used from nearest source to minimize energy consumption for transportation. 8.2. Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? During construction phase, sources of noise pollution will be due to operation of machinery like compressors, compactors, concrete plant, cranes etc. as well as transportation vehicles. This will cause nuisance to the occupants of the nearby area. The project proponents have agreed to take precautions to control noise pollution as mentioned under: i) Use of equipment generating noise of not greater than 90 db (A). ii) High noise generating construction activities would be carried out only during day time. iii) Installation, use and maintenance of mufflers on equipment. iv)workers working near high noise construction machinery would be supplied with ear muffs/ear plugs. 8.3. Are recycled materials used in roads and structures? State the extent of savings achieved?
Solid waste that would be generated due to excavation will be in the form of rubble and soil. This soil and rubble would be used for development of landscaping. Construction debris will be reused for backfilling of roads and other construction. 8.4. Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. Solid waste generated in the campus is domestic type having source separated dry and wet components. As far as possible the dry waste like paper, cardboard boxes, thermocol packing, plastics etc. shall be sent for recycling purpose. However, wet waste, which is biodegradable, shall be converted to bio-compost adopting following aerobic composting method. The quantity of biodegradable waste generated is about 1512 Kg/Day. The Organic Waste Composter will be used for composting of solid waste. A) For Residential + Commercial B) Quantity of the solid waste- 2530 Kg/Day C) Quantity of the wet waste 1512 Kg/Day D) Quantity of the dry waste 1018 Kg/Day Biodegradable and non biodegradable waste will be generated. Dry waste will be sent for recycling and wet waste will be treated by Organic Waste Converter. Process:- 1. Large volumes of food waste from pre-cooking, leftover after meal are dumped in community bins, which is responsible for foul odor & health hazards. 2. Organic Waste Converter homogenizes organic waste with appropriate additive & bio culture. 3. The output from device is uniform colored coarse powder in appearance and is without any bad smell. 4. Thus treated material over-come major cause of nuisance to resident community related to eye & nose sense. 5. It can be composted into good quality organic manure in 2 weeks. Benefits of OWC The total MSW arriving on the site is cleared on the same day. Provides a scientific method for the production of organic compost. Elimination of foul odor. Elimination of Pathogens and weed seeds. Problem of rodents and insect pests is avoided. Aesthetically acceptable. Treatment time is substantially reduced. Eco-friendly & Economical Requires less space for the treatment. Load on the landfill is reduced, thus requires less land for disposal. (ANNEXURE X: SOLID WASTE MANAGEMENT: ORGANIC WASTE CONVERTOR PROCESS) 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? POWER REQUIREMENT: SOURCE Maharashtra State Electricity Distribution Company Limited (MSEDCL) During Construction Phase: Total Load 30 KW Source MSEDCL During Operation Phase: Total Connected Load 4266 KW Maximum Demand 3792 KW Transformer 630 KVA- 4 No DG Set 250 KVA- 1 No & 200 KVA- 1 No Total Fuel Consumption- 250 KVA 53.6 lit/hr. (100% load) 200 KVA 43 lit/hr. (100% load) (ANNEXURE XIII ELETRICAL CALCULATION, D.G. CHART & LOCATION) 9.2. What type of, and capacity of, power back-up do you plan to provide? During Operation Phase: Total Connected Load 4266 KW Maximum Demand 3792 KW Transformer 630 KVA- 4 No DG Set 250 KVA- 1 No & 200 KVA- 1 No Total Fuel Consumption- 250 KVA 53.6 lit/hr. (100% load) 200 KVA 43 lit/hr. (100% load) 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? Normal 5 mm clear float glass is used. The glass will allow short as well as long wave radiations to pass through. However, use of shading devices on window panes will reduce heating inside the buildings. 9.4. What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project. Solar architectural features have been planned in order to reduce cooling loads of the structure. They are: 1. Longer side facing dominant wind direction 2. Water bodies ample adding to passive cooling 3. Proper shading devices for windows. (Not Applicable) 9.5. Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details.
Solar System is being used for Hot water/ Streetlights 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? The construction is designed in order to assure maximum of the natural light and ventilation in the structure. Light shades will be used to color the walls so that heat gain is reduced. 9.7. Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications. As it is a residential complex with no built provision for space cooling. Energy efficiency in lighting and mechanical systems will be achieved by: CFL & LED based lighting will be done in the common areas, landscape areas, Solar lights will be provided for common amenities like Street lighting, & Garden lighting. Use of Solar Panel for Hot water. 9.8. What are the likely effects of the building activity in altering the micro-climates? Provide a self-assessment on the likely impacts of the proposed construction on creation of heat island & inversion effects? The proposed project is of residential type and will not have space conditioners or glass wall. Alteration of microclimate is not notable in this case. Systematic design of buildings in order to assure maximum natural ventilation and light will be considered to reduce the effect of creation of heat island. 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. Fenestration area is most vulnerable to heat gain or loss. Thermal characteristics of the envelope are as follows: The U and R values of the construction parameters shall comply with ECBC. 9.10. What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. The project proponents shall follow all the safety rules and regulations as prescribed by regulatory authority. 9.11. If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics. The entire building is designed with appropriate opening to reduce heat energy inside the building. No use of glass as well material. 9.12. What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration.
Not applicable. As the ground surfaces are covered with green patches to have dust control. These openings too habitable spaces are adequate just to be functional. The openings are covered with dust proof, air and water light aluminum glazing. 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. Use of solar energy. 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. (ANNEXURE XVI- ENVIRONMENT MANAGEMENT PLAN)