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FORMFORM –– 1A1 (Revalidation of EC) “KOHINOOR“KOHINOOR SQUARE”SQUARE” AtAt KohinoorKohinoor Mill Co.Co. Ltd. Ltd. No.3, No.3, F.P. F.P. No. No. 46 46 of of Mahim Mahim Division, Division, G/ NorthG/ North Ward, Ward, N.C. KelkarN.C. Kelkar Road, ShivajiRoad, ShivajiPark, Dadar, Park, MumbaiDadar, - Mumbai400 - 028, 400 State028, State - Maharashtra - Maharashtra ByBy M/s. KOHINOOR CTNL - INFRASTRUCTURE M/s. KOHINOOR CTNL-INFRASTRUCTURE CO. LTD. COMPANY PRIVATE LTD. 1 Form 1A – “KOHINOOR SQUARE”, Dadar, Mumbai APPENDIX II (See paragraph 6) 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 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 to 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. Site Location: o The project site is located at F.P. No. 46 of Mahim Division, Junction of N.C. Kelkar Marg and Lady Jamshetji Marg, Dadar (W), Mumbai – 400028, State- Maharashtra by M/s. KOHINOOR CTNL – Infrastructure Company Private Ltd. o The project site under reference is in the jurisdiction of Municipal Corporation of Greater Mumbai (M.C.G.M.) Land Use Pattern: o The site is in Special Industrial Zone (I – 3) as per the DP Remarks. Agriculture / Livestock: o There is no agricultural activity in the vicinity of the proposed area. o The project site is surrounded by commercial, industrial as well as residential buildings. Site Levels: o The project site is a flat land. The following details are enclosed: 1. Site Location Map Enclosure 5 2. Surrounding features of the proposed site (within 500 meters) Enclosure 6 3. Survey Plan Enclosure 7 4. Layout Plan Enclosure 8 2 Form 1A – “KOHINOOR SQUARE”, Dadar, Mumbai A. Connectivity and community facilities: The project is a Residential and Commercial development with public parking located at Dadar (W), Mumbai. It is well connected by: 36.60m Wide Lady Jamshet Road & Gokhale road, and 27.48m Wide N C Kelkar road at west. 18.30m Wide P Thakkar Road at NW boundary and J K Sawant road of 18.30m wide road at East boundary of plot. Nearby railway station is Dadar railway station on Central Railway Line. Amenities such as schools, hospitals etc. are available near the project site. B. Building Details: Table 1: Building Details Description 3 Basement + Ground to 2nd floors for Retail and 3rd West Tower th th Service & 4 to 5 upper floors for Commercial offices 3 Basement + Ground to 2nd for Retail ,3rd, 27 & 28th Central floors for Services, 4th to 43rd floors for Commercial Tower Offices and 45th to 47th floors for Hotel rooms (42 Rooms), 48th floor Hotel lobby & Restaurant + Heliport. 3 Basement + Ground to 13th upper floors for Public parking + 14th floors for Service & 15th to 32nd upper East Tower floors residential purpose. Flats: 68 nos. Energy st rd th th th 2 Basement + Ground + 1 to 3 floor ,5 8 & 11 floor Center C. Area Statement: Table 2: Area Statement Area No Description (Sq.mt.) 1 Total Plot Area 19,859.04 2 Deductions 402.87 3 Net Plot Area 19,456.17 4 Ground Coverage Area 14800.47 On ground 2970.15 5 Green Cover Area On Podium 3545.08 Total 6515.23 Built - up Area as per FSI (Including Fungible 7 77,758.72 Area) 8 Built - up Area as per Non-FSI 1, 67,714.88 Total Construction Built-up Area (FSI + Non 9 2,45,473.60 FSI) 3 Form 1A – “KOHINOOR SQUARE”, Dadar, Mumbai D. Parking Statement: Table 3: Parking Statement Parking Required as per DCR of Components Parking Spaces Municipal Corporation of Greater provision (Nos.) Mumbai (M.C.G.M.) Norms (Nos.) Captive Parking 795 823 Municipal Car 1008 1008 Parking E. Occupancy load: Table 4: Occupancy Load BUA ( FSI )Sq.mt/ Occupant Building No of retail Criteria for Component Load details visitors/No of staff occupancy (nos.) /No of parking Residential Flats 68 5 person / flat 340 visitors on 1708 1 person / 3 sq. mt 569 ground floor Retail visitors on upper 4842 1 person /6 sq. mt 807 floor Staff 6550 1 staff / 50 sq mt 131 staff 47058 1 person / 10 sq. mt 4706 Offices Visitors 4706 10% of office staff 471 Public parking 75 % of parking Drivers 1008 756 (Considered) provision Guest 66 2 persons / room 132 Hotel Staff 66 1 staff / 2 rooms 33 Total 7945 Reference: National Building Code (NBC) -2005 – Part 4, Page 27, Occupant Load A. Water requirement for the project: 1. During Construction Phase: From M.C.G.M.: 63 KLD ( For workers) From Tankers: 20 – 30 KLD (Depending on construction activity) 2. During Operational Phase: Table 5: Water requirement (Domestic and flushing requirement) Occupant Water Requirement (KLD) Sr. No. Component Load Domestic Flushing Total 1. Residential 340 31 15 46 2. Retail 1507 10 17 27 3 Offices 5177 96 122 218 4 Hotels 165 18 7 25 5 Public 756 4 8 12 4 Form 1A – “KOHINOOR SQUARE”, Dadar, Mumbai Parking Total 7945 159 169 328 Reference: National Building Code (NBC) -2005 – Part 9, Page 19, Water Requirement The amount of water demand is calculated based on the occupancy of the building and the per capita consumption as given in MOEF Manual on norms and standards for EC of large construction projects. i.e. Total quantity of water used (LPCD) = Occupancy x Quantity (LPCD) Then Total quantity of water used for Domestic and Flushing in KLD is calculated. Total water requirement for the project and source: Table 6: Total water requirement for the project and source Sr. Description Quantity of water required KLD Source of water supply No. 1. Construction phase a. For Workers 63 M.C.G.M. 20 - 30 (Depending upon the b. For Construction Tankers construction activity) 2. Operation phase Description Quantity of water required Source of water supply a. Domestic 159 M.C.G.M. b. Flushing 169 Treated sewage from STP c. Gardening *18 Treated sewage from STP Cooling Tower Treated sewage from STP + d. Make up 200 Tanker Water *Water requirement for gardening purpose is considered as 5 liters per square meter of gardening area on ground & 3 liters per square meter of gardening area on podium. Total quantity of water used (LPCD) = Gardening Area (Sq. Mt.) x Quantity (Lit /Sq. Mt.) Then total quantity of water for gardening in KLD is calculated. B. Sewage Generation Table 7: Sewage Generation Sr. Quantity of Sewage Description Treatment/ Disposal No generated (KLD) 1. Construction Phase 61 Disposal to existing municipal sewer line. Treatment in STP and reuse of treated sewage (available for recycling – 266 KLD) for flushing, gardening and part requirement of cooling tower make up. No discharge of treated sewage into 2. Operation Phase 296 sewer lines as treated water will be completely reused for flushing, gardening and cooling tower make up. The dried sludge will be used as manure. Reference: Manual on norms and standards for EC of large construction projects MoEF 5 Form 1A – “KOHINOOR SQUARE”, Dadar, Mumbai C. Solid Wastes Generation From Project: 1. During Construction Phase: Table 8: Solid Wastes During Construction Phase Solid Waste Generation Kg /day No. of workers Non-biodegradable Biodegradable Total 700 53 123 176 Considerations for solid waste generation: For workers: 70 % Biodegradable garbage and 30 % Non- biodegradable garbage out of total 0.25 Kg/person /day Disposal of segregated waste to authorized recyclers. 2. During Operation Phase: Table 9: Solid Wastes During Operation Phase Solid Waste Generation (Kg/day) Sr. No. Component Non-biodegradable Biodegradable Total 1. Residential 46 107 153 2. Retail 256 251 507 3. Offices 906 389 1295 4. Hotels 33 64 97 Total 1241 811 2052 Considerations for solid waste generation: For Residential area : 70 % wet garbage and 30 % dry garbage out of total 0.45 Kg/person/day For Retail, Offices and Hotels: 70 % wet garbage and 30 % dry garbage out of total 0.25 Kg/person /day. The total quantities of solid waste that will be generated in the project will be 2052 kg/day. Out of which 1241 kg/day will be non-biodegradable and 811 kg/day will be biodegradable. Segregation of non-biodegradable and biodegradable garbage on site. Bio degradable garbage: Treatment in OWC (Organic Waste Convertor) Non- biodegradable garbage: Segregation into recyclable and non-recyclable waste and disposal to authorized recyclers STP Sludge (Dry sludge): Use as manure I. Power requirement: During Construction Phase – TATA Power Co. Ltd : 100 KW D.G. Sets: as per requirement During Operational Phase - Source: TATA Power Co. Ltd Table 10: Power Requirement Connected load 20479 KW Maximum demand 11559 KW 7 Nos. D.G. Set of Capacity 2000 D.G sets (In case of power kVA failure) 1 D.G. Set of Capacity 250 kVA 1 D.G. Set of Capacity 1000 kVA 1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed 6 Form 1A – “KOHINOOR SQUARE”, Dadar, Mumbai site? (Such as open spaces, community facilities, details of the existing land use, disturbance to the local ecology).
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