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Environmental Clearance to SEIAA

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Environmental Clearance to SEIAA Environment department, Room No. 217, 2nd floor, Mantralaya, Annexe, Mumbai- 400 032. Date:April 3, 2018 To, Mr. Suresh Wadhwa,M/s. Concrete Builders, 429, Arenja Corner, Sector-17, Vashi, Navi Mumbai- 400703 at Plot bearing CTS No. 328 village Deonar,Taluka- Kurla, MSD situated at Ganeshwadi Behind Lakme Co,M. S. D. Marg, Deonar Mumbai -400 088 Environment Clearance for “Morya SRA CHS (Ltd.) At Plot bearing CTS No. 328 village Deonar,Taluka- Subject: Kurla, MSD situated at Ganeshwadi Behind Lakme Co,M. S. D. Marg, Deonar Mumbai -400 088 by M/s. Concrete Builders Sir, This has reference to your communication on the above mentioned subject. The proposal was considered as per the EIA Notification - 2006, by the State Level Expert Appraisal Committee-II, Maharashtra in its th meeting and recommend the project for prior environmental clearance to SEIAA. Information submitted by you has been considered by State Level Environment Impact Assessment Authority in its 124th meetings. 2. It is noted that the proposal is considered by SEAC-II under screening category category B, shedule 8(a) as per EIA Notification 2006. Brief Information of the project submitted by you is as below :- 1.Name of Project “Morya SRA CHS (Ltd.) 2.Type of institution Private Mr. Suresh Wadhwa,M/s. Concrete Builders, 429, Arenja Corner, Sector-17, Vashi, Navi 3.Name of Project Proponent Mumbai- 400703 Mr. H.K. Desai ,Enviro Analysts & Engineers Pvt. Ltd., B-1003, Enviro House Western Edge II, 4.Name of Consultant Behind Metro Mall Western Express Highway Borivali (E), Mumbai-400066 5.Type of project SRA scheme 6.New project/expansion in existing project/modernization/diversification Not applicable in existing project 7.If expansion/diversification, whether environmental clearance Not applicable has been obtained for existing project Plot bearing CTS No. 328 village Deonar,Taluka- Kurla, MSD situated at Ganeshwadi Behind 8.Location of the project Lakme Co,M. S. D. Marg, Deonar Mumbai -400 088 9.Taluka Kurla 10.Village Deonar Correspondence Name: Mr. Suresh Wadhwa Room Number: 429 Floor: - Building Name: Arenja Corner, Sector-17, Vashi, Navi Mumbai- 400703 Road/Street Name: - Locality: vashi City: navi mumbai 11.Whether in Corporation / Municipal Corporation of Greater Mumbai (MCGM ) Municipal / other area SEIAA Meeting No: 124 Meeting Date: March 22, 2018 ( SEIAA- STATEMENT-0000001023 ) SEIAA-MINUTES-0000000357 Shri. Anil Diggikar (Member Secretary SEIAA-EC-0000000245 Page 1 of 14 SEIAA) yes 12.IOD/IOA/Concession/Plan IOD/IOA/Concession/Plan Approval Number: IOD/IOA/Concession received dtd.9-6-2017(sale Approval Number residential) & 19-6-2017(Sale commercial) Approved Built-up Area: 22300.00 13.Note on the initiated work (If Rehab bldg. G+22 floors = 6390.64(FSI Area in sq.m.)+ 2286.07 (Non FSI Area in sq.m.) = applicable) 8676.71 sq.m. (constructed ) 14.LOI / NOC / IOD from MHADA/ LOI received dated 30 May,2017 (SRA/ENG/1599/ME/STGL/LOI) Other approvals (If applicable) 15.Total Plot Area (sq. m.) 3916.00 sq.m. 16.Deductions 1778.26 sq.m(TOTAL) 17.Net Plot area 2137.74 sq.m. FSI area (sq. m.): 18831.15 18 (a).Proposed Built-up Area (FSI & Non FSI area (sq. m.): 7947.03 Non-FSI) Total BUA area (sq. m.): 26778.18 Approved FSI area (sq. m.): 18 (b).Approved Built up area as per Approved Non FSI area (sq. m.): DCR Date of Approval: 19.Total ground coverage (m2) 1660 sq.m 20.Ground-coverage Percentage (%) (Note: Percentage of plot not open 42% to sky) 21.Estimated cost of the project 700000000 SEIAA Meeting No: 124 Meeting Date: March 22, 2018 ( SEIAA- STATEMENT-0000001023 ) SEIAA-MINUTES-0000000357 Shri. Anil Diggikar (Member Secretary SEIAA-EC-0000000245 Page 2 of 14 SEIAA) 22.Production Details Serial Product Existing (MT/M) Proposed (MT/M) Total (MT/M) Number 1 Not applicable Not applicable Not applicable Not applicable 23.Total Water Requirement Source of water MCGM/recycled water Fresh water (CMD): 153 Recycled water - 77 Flushing (CMD): Recycled water - 1 Gardening (CMD): Swimming pool 0 make up (Cum): Dry season: Total Water Requirement (CMD) 231 : Fire fighting - Underground water 300 tank(CMD): Fire fighting - Overhead water 300 tank(CMD): Excess treated water 102 Source of water MCGM/Recyced water/ RWH Fresh water (CMD): 109KLD+ 44 KLD(RWH Tank) Recycled water - 77 Flushing (CMD): Recycled water - 0 Gardening (CMD): Swimming pool 0 make up (Cum): Wet season: Total Water Requirement (CMD) 230 : Fire fighting - Underground water 300 tank(CMD): Fire fighting - Overhead water 300 tank(CMD): Excess treated water 103 Details of Swimming not applicable pool (If any) SEIAA Meeting No: 124 Meeting Date: March 22, 2018 ( SEIAA- STATEMENT-0000001023 ) SEIAA-MINUTES-0000000357 Shri. Anil Diggikar (Member Secretary SEIAA-EC-0000000245 Page 3 of 14 SEIAA) 24.Details of Total water consumed Particula Consumption (CMD) Loss (CMD) Effluent (CMD) rs Water Require Existing Proposed Total Existing Proposed Total Existing Proposed Total ment Not Not Not Not Not Not Not Not Not Domestic applicable applicable applicable applicable applicable applicable applicable applicable applicable Level of the Ground 2.00m-2.50 m. water table: Size and no of RWH tank(s) and 1 no. of 44 cum Quantity: Location of the RWH at ground level tank(s): Quantity of recharge NA 25.Rain Water pits: Harvesting Size of recharge pits NA (RWH) : Budgetary allocation Rs.3.0 Lakhs (Capital cost) : Budgetary allocation Rs. 0.60 Lakhs (O & M cost) : Domestic tank = 153 KLD Details of UGT tanks Flushing TAnk =78 KLD if any : Fire Tank = 300 cum RWH tank = 44 cum Natural water North to South drainage pattern: 26.Storm water Quantity of storm 0.0415 cum / sec.(Actual Capacity) , 0.358 cum/sec.(Design Capacity) drainage water: Size of SWD: 300mm wide x 450mm deep Sewage generation 200 in KLD: STP technology: MBBR Capacity of STP 1 no. of 220 KLD (CMD): 27.Sewage and Location & area of at ground level Waste water the STP: Budgetary allocation Rs. 20.0 Lakhs (Capital cost): Budgetary allocation Rs.5.0 Lakhs (O & M cost): SEIAA Meeting No: 124 Meeting Date: March 22, 2018 ( SEIAA- STATEMENT-0000001023 ) SEIAA-MINUTES-0000000357 Shri. Anil Diggikar (Member Secretary SEIAA-EC-0000000245 Page 4 of 14 SEIAA) 28.Solid waste Management Debris is disposed at authorised dumping sites as per Municipal Waste generation: construction & demolition & de-silting waste (Management & disposal) Rules, 2006. Waste generation in The scrap steel will be sent for recycling, cement bags Returned back to the Pre Construction vendor or sold to recycler.,The balance /waste concrete will be diverted and Construction Disposal of the to the lower grade PCC works. ,Waste sand will be used for bedding for phase: construction waste flooring purpose. Also will be used as filler material for toilets water debris: proofing. ,It will be used as a layer for internal roads and building boundary wall. , Waste tiles will be used as china mosaic water proofing for terraces. Also it will be used for skirting purpose. , paint ca Dry waste: 356 kg/day Wet waste: 513 kg/day Hazardous waste: nil Waste generation Biomedical waste (If in the operation nil Phase: applicable): STP Sludge (Dry 10 kg/day sludge): Others if any: Nil Dry waste: To be managed through recyclers. To be processed in the Organic Waste Converter and manure so Wet waste: obtained will be used for landscaping Hazardous waste: NA Mode of Disposal Biomedical waste (If of waste: NA applicable): STP Sludge (Dry To be used as manure sludge): Others if any: NA Location(s): at ground level Area Area for the storage of waste & other OWC will be provided having area 41.00 sq.m. requirement: material: Area for machinery: 3.00 sq.m. Budgetary allocation Capital cost: Rs. 2.5 Lakhs (Capital cost and O&M cost): O & M cost: RS. 0.5 Lakhs SEIAA Meeting No: 124 Meeting Date: March 22, 2018 ( SEIAA- STATEMENT-0000001023 ) SEIAA-MINUTES-0000000357 Shri. Anil Diggikar (Member Secretary SEIAA-EC-0000000245 Page 5 of 14 SEIAA) 29.Effluent Charecterestics Serial Inlet Effluent Outlet Effluent Effluent discharge Parameters Unit Number Charecterestics Charecterestics standards (MPCB) Not 1 Not applicable Not applicable Not applicable Not applicable applicable Amount of effluent generation Not applicable (CMD): Capacity of the ETP: Not applicable Amount of treated effluent Not applicable recycled : Amount of water send to the CETP: Not applicable Membership of CETP (if require): Not applicable Note on ETP technology to be used Not applicable Disposal of the ETP sludge Not applicable SEIAA Meeting No: 124 Meeting Date: March 22, 2018 ( SEIAA- STATEMENT-0000001023 ) SEIAA-MINUTES-0000000357 Shri. Anil Diggikar (Member Secretary SEIAA-EC-0000000245 Page 6 of 14 SEIAA) 30.Hazardous Waste Details Serial Description Cat UOM Existing Proposed Total Method of Disposal Number Not Not Not Not Not 1 Not applicable Not applicable applicable applicable applicable applicable applicable 31.Stacks emission Details Height Internal Serial Fuel Used with from Temp. of Exhaust Section & units Stack No. diameter Number Quantity ground Gases (m) level (m) Not Not Not 1 Not applicable Not applicable Not applicable applicable applicable applicable 32.Details of Fuel to be used Serial Type of Fuel Existing Proposed Total Number 1 Not applicable Not applicable Not applicable Not applicable 33.Source of Fuel Not applicable 34.Mode of Transportation of fuel to site Not applicable 35.Energy Source of power Reliance Energy supply : During Construction Phase: (Demand 75 KVA Load) DG set as Power back-up during 75 KVA construction phase During Operation phase (Connected 1878.87 KW load): Power During Operation requirement: phase (Demand 1323.01 load): Transformer: nil DG set as Power back-up during 2 X 380 KVA operation phase: Fuel used: HSD Details of high tension line passing NA through the plot if any: Energy saving by non-conventional method: SEIAA Meeting No: 124 Meeting Date: March 22, 2018 ( SEIAA- STATEMENT-0000001023 ) SEIAA-MINUTES-0000000357 Shri.
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