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

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

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

WATER BALANCE DIAGRAMWATER BALANCE DIAGRAM

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