Form IA 1.0 LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) Details are attached as Annexure – I. 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 the land use if any and the statutory approval from the competent authority should be submitted). Attach maps of (i) site location, (ii) surrounding features of the proposed site (iii) the site (indicating plans. Indore Municipal Corporation, Indore is proposing to construct Residential Project under Pradhan Mantri Awash Yogena at Village Nihalpur Mundi, District Indore Madhya Pradesh. There will be a permanent change in the land use due to construction of these facilities. Land has been allotted Indore Municipal Corporation. All construction activities will be confined within the project premises; there will be no physical changes outside the construction area boundary. Site Location map attached as Annexure II Google image showing surrounding topography attached as Annexure III Site indicating levels and contours attached as Annexure IV Master layout as Annexure V Area statement attached as Annexure VI 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. Sr. No. Particulars Details 1. Name of the project Proposed Residential Building By Indore Municipal Corporation 2. Location of project Village Nihalpurmundi, Tashil Rau District Indore Madhya Pradesh 3. Plot Area Total Plot Area : 76650.00 m2 Area under Road widening – 14010.00 m2 Net Plot Area – 62640.00 m2 4. Built up Area building Total Built up Area - 109274.18 m2 5. Total parking area Open Parking –293 Nos. Stilt Parking- 497 Nos Total Parking- 790 Nos. 6. Total Water requirement Total water requirement -1277 KLD Fresh water supply - 851 KLD. 7. Total green/ landscape area 12052.0 m2 8. Total power requirement 33967 KW Sr. No. Particulars Details 9. Site connectivity Rajendra Nagar Railway Station – 4.5 km, NNW Indore Airport - 9.46 km, NW 10. Project Cost INR – 203.98 cr. * Buildup area will be used as per the rules. 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 Landuse, disturbance to the local ecology) The impact due to the proposed project may be increase in the traffic loads, increase in noise levels during construction activities, and dust emission, emanating from various construction activities. Due care will be taken during construction as well as operational phase to minimize the impact on surroundings such as shielding of construction site, wetting of roads and stockpiles etc. There will not be any significant impacts from the proposed activity on the existing facilities adjacent to the proposed site. All construction activities will be confined within the project area. There will be no physical changes outside the project boundary. Development and Construction of proposed project will be done as per applicable norms/byelaws and building codes. There is no disturbance to the local ecology. Adequate land area will be developed as soft green. The project will have positive impact on the existing environment. Since the project site is falling in the city itself so no significant disturbance is anticipated. 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) There will be some land disturbance due to the upcoming project as the project will involve clearing, grading and construction of impervious surfaces. Following mitigation measures will be used to mitigate the same: . Construction planning will be done to minimize exposed soil during times of the year when the potential for erosion is high, for example during summer. Site will be stabilized and erosion control measures will be adopted. Suppression measures, such as watering exposed area will be taken during the course of construction. Size and number of stockpiles will be kept minimum and will be located away from drainage line. Slope stabilization and soil erosion measures will be taken up as deemed necessary. It is proposed to develop professionally designed landscape to avoid the erosion of the Sri Sai Manasa Nature Tech Pvt. Ltd. Hyderabad 2 texturally disturbed soil. The project site falls under seismic zone II as per seismic zone map of India (Seismic zone map of India attached as Annexure VII) Vulnerability to subsidence: The soil will be not vulnerable to subsidence. Seismicity: The proposed structure will be designed as per Seismic Zone II standards. 1.5 Will the proposal involve alteration of natural drainage systems? (Given details on a contour map showing the natural drainage near the proposed project site) There will be no alteration to natural drainage system as can be seen from the contour map. The drainage pattern of the site is in line with the natural drainage system. 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.) No cuttings, filling and reclamation are involved in the construction area. Earth excavation will be required. Total estimated quantity of earth work is approx. 54,203.00 m3. It is estimated that approximately 54,203.00 m3 of earth material will be excavated during initial construction phase for foundations. 80-90 % shall be reutilized into backfilling and leveling. Very little cutting & filling will be done as the site is fairly plain. The top soil excavated during construction will be first temporarily stored in an area earmarked, properly covered by tarpaulin sheets and then partly shall be used to fill up low lying areas around the project site and rest of the soil shall be disposed off as per the secondary mineral rules dully approved by the concern authority. Transport of fill materials i.e. sand, bricks, iron bars/ roads/ stone chips, adhesives etc. will be transported in compliance to local existing guidelines. 1.7 Give details regarding water supply, waste handling etc during the construction period. During construction phase, about 100 KLD water will be required and water supply will be through tankers. For sanitation and drinking purposes existing facilities available will be utilized. Sewage generating from the construction workers will be disposed by channeling it through the Mobile STP. Generated construction waste (excavated soil) will be used in leveling / land filling. Excavated top soil will be stored at a designated place within the premises and will be used in landscaping. Recyclable waste will be sold out to the authorized recycler. Sri Sai Manasa Nature Tech Pvt. Ltd. Hyderabad 3 Quantification of Construction Waste S.No Construction waste material Total construction Waste Generated in Ton (MT) waste generated @ 40 Kg/sq.m of Built up area 109274.18 x 40 4370967.2 4371.0 Ton 1 Soil, sand & Gravel 35% 1529.85 2 Bricks & Masonry 30% 1311.3 3 Concrete 25% 1092.75 4 Metal 5% 218.55 5 Bitumen 2% 87.42 6 Wood 2% 87.42 7 Other 1% 43.71 (Source: Guidelines on Environmental Management of C & D Wastes, CPCB) Excavations produce topsoil, clay, sand, and gravel. This may be either re-used as filler at the same site after completion of excavation work. Large quantum of broken pieces of bricks and masonry arise as waste. This could be reused as appropriate. Metal waste is generated in the form of pipes, conduits, and light sheet material used as reinforcement in the concrete. Metal scraps will be sold to authorized recyclers. Construction Debris (Bricks, Cement, Concrete and Mortar) and other miscellaneous materials that arise as waste include glass, plastic material, paper, etc.: Part of the generated debris will be reused in road construction, backfilling and levelling, spare debris (if any) will be disposed off as per the Indore Nagar Nigam norms. The fertile top soil will be reused for horticultural purpose. Proper care shall be taken to ensure that there is no leakage of oil from machineries. Spillage of oil, if any, from the machineries will be properly collected and disposed off. A mobile STP shall be provided to take care of waste water generated from site (labour camps and site office) Domestic solid waste generated will be managed as per MSW (M & H) Rule. 1.8 Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity) No, wetlands and major low-lying areas are found in the surrounding areas. Therefore there will be no alteration of low lying area and wetlands due to proposed project activities. Sri Sai Manasa Nature Tech Pvt. Ltd. Hyderabad 4 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) Wastes which will be generated during the construction phase include the following: Excavated materials from earthworks (e.g. cuttings, foundation etc), general construction waste (e.g. wood, packing material, scrap metal, concrete and empty cement bags); hazardous wastes generated, if any, and Municipal wastes generated by site workers. Part of the non-hazardous construction waste (from earthworks) will be reused in road construction, general construction waste will be sold to recyclers and hazardous waste managed as per norms. Quantification of waste is done in section 1.5. Materials from Earthworks It is estimated that approximately 54,203.00 m3 of earth material will be excavated during initial construction for foundations etc.