FORM 1A for “Ostia” at Gat no. 216, Alandi Dehu Road, Dudulgaon, Tal.- Haveli, Dist.- Pune, Maharashtra By M/s D R Gavhane Landmarks LLP FORM-1 A 1 LAND ENVIRONMENTAttach panoramic view of the project site and the vicinity 1.1 Will the existing landuse get significantly altered Site Location: from the project that is not consistent with the Gat no. 216, Alandi Dehu Road, surroundings? (Proposed landuse must conform Dudulgaon, Tal. - Haveli, Dist.- Pune, to the approved Master Plan/ Development Plan Maharashtra of the area. Change of landuse if any and the statutory approval from the competent authority Land use pattern: be submitted). Project site is in Residential zone. DP is Attach Maps of attached as Annexure I (i) site location (ii) surrounding features of the proposed site Site levels: (within 500 meters) The site is a contoured land with level (iii) the site (indicating levels & contours) to difference of 7 m appropriate scales. If not available attach Highest level – 101 m only conceptual plans Lowest level – 94 m The following details are enclosed: 1. Site location on Annexure II Google earth 2. Contour Annexure III 3. Conceptual Plan Annexure IV 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. A. Connectivity and community facilities Gat no. 216, Alandi Dehu Road, Dudulgaon, Tal. - Haveli, Dist.- Pune, Maharashtra B. Building Details ➢ Existing Buildings: Bldg. A (G+12), Bldg. B & C (P+12) completion obtained. ➢ Proposed Buildings: Bldg. D (P+8), Bldg. E1 & F1 (2P+11), Bldg. G1 (2P+10), Bldg. H1 (2P+09), 2 Nos. of Commercial Bldg. (G), Clubhouse (G+1) C. Area Statement Table 1: Area Statement No. Description Area (m2) 1. Total Plot Area 21,900.00 2. Deduction 3,848.94 3. Net Plot area 18,051.06 4. Ground Coverage Area 8183.09 5. R.G. Area 1,805.68 6. Proposed Built - up Area as per FSI 33652.74 7. Proposed Built - up Area as per Non-FSI 29977.73 8. Total Construction Built-up Area (FSI + Non FSI) 63630.47 D. Parking Statement Table 2: Parking Statement Applicable no of parking Provided Sr. No. Type as per DCR Parking 1 2 wheelers 1268 1268 2 4 wheelers 325 325 E. Water requirement for the project: • During Construction Phase for worker: Potable water from tanker Residential worker: 6 m3/day Non- residential worker: 2 m3/day • During Operational Phase: • Total Quantity of water: 431 m3/day • Fresh from local body Domestic: Residential: 264 Commercial: 13 Total: 277 m3/day • Recycled for Flushing: Residential: 132 Commercial: 10 Total: 142 m3/day • Recycled for gardening: 142 (Flushing) + 12 (gardening): 154 m3/day (for non-monsoon season) F. Sewage Generation Table 3: Sewage Generation: Quantity of Sewage No Description Treatment/ Disposal generated (m3/day) 1. Construction 6 Handed over to mobile toilet vendors Phase 2. Operation 340 Treatment in STP and reuse of treated sewage Phase (available for recycling – 340 m3/day) for flushing – 142 m3/day and gardening –12 m3/day. Excess treated sewage (186) will be disposed to municipal sewer line. The dried sludge will be used as manure. G. Solid Wastes Generation from the project: • During Construction Phase: Table 4: Solid Wastes During Construction Phase No. of workers Solid Waste Generation (Kg /day) Biodegradable Non-Biodegradable Total Residential 18 12 30 60 Nonresidential 40 4 6 10 The solid waste generation due to workers dwelling on the site will be segregated and will be handed over to authorized recyclers • During Operation Phase: Table 5: Solid Wastes During Operation Phase Descriptio Total Total Waste Non- Biodegradabl n Population Generated Biodegradable e 586 flats Residential 2930 and 50 Commercial 509 1592 662 930 shops • Segregation of non-biodegradable and biodegradable garbage on site. • Bio degradable garbage: Treatment in OWC within site • Non- biodegradable garbage: Segregation into recyclable and non-recyclable waste Recyclable waste: Disposal through authorized vendor Non-recyclable waste: Disposal through authorized vendor • STP Sludge (Dry sludge): Used as manure • During Construction Phase: ➢ During Construction Phase demand load: 75 KW ➢ 1 No. of D.G. set having capacity 82.5 KVA • During Operational Phase: ➢ Source – MSEDCL ➢ Connected load: Existing: 1069.5 KW Proposed: 1539 KW Total: 2608.5 KW ➢ Maximum demand: Existing: 936.19 KW Proposed: 766.12 KW Total: 1702.31 KW ➢ Number and capacity of the DG sets Existing: 1 no. of 160 KVA. ➢ No. of transformer: Existing: 2Nos. of 630 KVA Proposed: 2Nos. of 630 KVA Total: 4 Nos. of 630 KVA • Community Facility: - Open Space will provide as per Local Rules. 1.3 What are the likely impacts of the Project site shall be developed into a Residential cum proposed activity on the existing commercial development. Hence, there shall be some facilities adjacent to the proposed stress on water, air environment, power requirement but it site? (Such as open spaces, shall be mitigated by providing proper pollution control community facilities, details of facilities. STP shall be provided for treatment of recycling the existing land use, disturbance of sewage there by reducing fresh water demand. Also, for to the local ecology). water conservation, rain water harvesting shall be done. Power consumption shall be reduced by using energy saving practices. Impact on air quality shall be reduced by plantation of trees on green cover area. This project will generate employment during construction and operation phase and there by shall have positive impact on socio economy. 1.4 Will there be any significant land As per the Seismic Zoning Map of India, region falls under disturbance resulting in erosion, Zone- III. Stability Certificate, as per prevalent IS Code subsidence & instability? (Details will be obtained for these buildings from registered of soil type, slope analysis, Consulting Structural Engineer considering the seismic vulnerability to subsidence, forces and wind forces etc. seismicity etc may be given). 1.5 Will the proposal involve No, the proposal won’t involve alteration of natural alteration of natural drainage drainage systems. systems? (Give details on a contour map showing the natural drainage near the proposed project site) 1.6 What are the quantities of Excavated material will be reused within site and earthwork involved in the remaining will be stored at our adjacent plot. construction activity-cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.) 1.7 Give details regarding water Water Requirement during Construction Phase: supply, waste handling etc. From Water tankers (For Construction): 10 – 20 m3/day. during the construction period (Depending upon the construction activity) Potable water for Workers from Tanker: 6 m3/day for residential workers & 2 m3/day for non-residential workers The sewage generated approximately 6 m3/day will be handed over to mobile toilet vendors 1.8 Will the low-lying areas & No wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity) 1.9 Whether construction debris & Solid Waste Generation during Construction Phase: waste during construction cause Excavation material & construction waste material shall health hazard? (Give quantities of be completely reused. various types of wastes generated during construction including the Solid waste During Construction Phase: construction labour and the means of disposal) Residential worker: 30 kg/day Biodegradable: 18 Non-biodegradable: 12 Non-residential worker: 10 Kg /day Biodegradable: 6 Non-biodegradable: 4 Proper segregation of the wastes done and disposal to the authorized recyclers ensured 2 WATER ENVIRONMENT 2.1 Give the total quantity of water Quantity requirement for the proposed project of water Sr. Source of with the breakup of requirements for Description required No. water supply various uses. How will the water in requirement meet? State the sources m3/day & quantities and furnish a water From local 1 Domestic 277 balance statement body Treated water 2 Flushing 142 from STP Treated water 3 Gardening 12 from STP Swimming 4 40 From tanker Pool Total 431 2.2 What is the capacity (dependable Required water supply from local body flow or yield) of the proposed source of water? 2.3 What is the quality of water Drinking water quality of Class A as per Indian required, in case, the supply is not Standard (10500:2012) shall be maintained. from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality) 2.4 How much of the water requirement All Secondary requirements like flushing. 142 m3/day can be met from the recycling of and gardening 12 m3/ day would be fulfilled by treated treated wastewater? (Give the sewage from STP. details of quantities, sources and usage) 2.5 Will there be diversion of water No, drinking water shall be supplied by PCMC from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption) 2.6 What is the incremental pollution Sewage generation will be 340 m3/day. Treated load from wastewater generated sewage will be reused for flushing (142 m3/ day) and from the proposed activity? (Give gardening (12 m3/ day). Excess treated sewage details of the quantities and (during non-monsoon and monsoon season) shall be composition of wastewater disposed to sewer line. generated from the proposed activity) 2.7 Give details of the water Rain Water harvesting system (14 pits) will be provided requirements met from water and the harvested water will be used to recharge the harvesting? Furnish details of the ground water. facilities created. 2.8 What would be the impact of the land use changes occurring due to RUNOFF CALCULATION: the proposed project on the runoff Incremental run-off 0.03 m3 /sec.