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PROJECT SALIENT PROJECT SALIENT FEATURES AS PER REVISED PROPOSALFEATURES AS PER REVISED PROPOSAL
S. No. Description Details
AREA DETAILS
1. Plot Area 17,100 sq. m.
2. Permissible FAR Area 375 51,133.9 sq. m.
3. Proposed FAR Area 374.9 51,117.65 sq. m.
4. Ground Coverage Area Permissible (35%) 4,772.5 sq. m.
5. Ground Coverage Proposed (30.66%) 4,180.6 sq. m.
6. Total Built-up area 69,862.42 sq. m.
7. Total No. of DUs 536
8. Height of the Tallest Building 42 meter
9. Project Cost 1059. Project Cost 105
10. Number of Residential Towers & Facility Building Blocks 06 (05+01)
11. Max No of Floors (Residential Tower) 2B+G/ST+13
GREEN AREA
12. Green area required (15% of Plot Area) 2,406.3 sq. m.
13. Green area proposed (15% of Plot Area) 2,406.3 sq. m.
PARKING DETAILS
14. No. of ECS required 641 ECS
15. No. of ECS proposed 646 ECS
POPULATION
16. Expected Population Total 3,243 person
• Residential – 2,680
• Floating -563 1
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PROJECT SALIENT PROJECT SALIENT FEATURES (CONTD.)FEATURES (CONTD.)
S. No. Description Details
WATER REQUIREMENT
17. Total water requirement 269 KLD
18. Fresh water requirement 184 KLD
19. Horticulture water requirement 12 KLD
20. Water Cooled DG Cooling 10 KLD
21. Swimming pool 05 KLD
WASTEWATER & SOLID WASTE GENERATION
22. Waste water Generation 206 KLD22. Waste water Generation 206 KLD
23. STP Capacity 250 KLD
24. Solid waste generation 1.55 TPD
POWER DEMAND
25. Maximum Power Demand 2200 KW
26. DG set backup1820 KVA
(1 x 320 + 2 x 750 KVA)
PROJECT COST
27. Project Cost 105 Crores
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STP TECHNOLOGY & WASTE WATER CHARECTERISTICSSTP TECHNOLOGY & WASTE WATER CHARECTERISTICS
Technology:– Moving Bed Biofilm Reactor (MBBR)Technology
�Primary Settlement
Where larger solids settle into the bottom of the primary tank and are removed periodically as sludge,
and where other buoyant materials float upwards to be removed usually by a scraping/screening
method.
�Secondary Treatment
Raw sewage is introduced into the MBBR Reactor where polyethylene biofilm carriers operating in
mixed motion within an aerated wastewater treatment basin. Each individual bio-carrier increases
productivity through providing protected surface area to support the growth of heterotrophic and
autotrophic bacteria within its cells.
Parameter Inlet Characteristics Outlet Characteristics
pH 6.5 to 8.5 6.0 to 8.0
B.O.D 250 to 400 mg/l
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STP FLOW DIAGRAM STP FLOW DIAGRAM
(MBBR TECHNOLOGY)(MBBR TECHNOLOGY)
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MAP SHOWING STP LOCATIONMAP SHOWING STP LOCATION
RESIDENTIAL BLOCK
COMMERCIAL BLOCK
STP
BLOCK ABLOCK BBLOCK C
BLOCK DBLOCK E
OTHERS PROPOERTY
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STP
COMMERCIAL
BLOCK
OTHERS PROPOERTY CLUB/ COMMUNITY
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WATER BALANCE DIAGRAMWATER BALANCE DIAGRAM
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