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Conceptual Plan Chandni Chowk, New Delhi

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Conceptual Plan Chandni Chowk, New Delhi MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI CONCEPTUAL PLAN INTRODUCTION North Delhi Municipal Corporation (with Concessionaire M/s Ansh Builders Pvt. Ltd.) proposes to develop Multilevel Car Parking Complex at Chandni Chowk, New Delhi on a land measuring 4.57 acre. The project will directly benefit the occupants of Chandni Chowk and Metro commuters as well as residents of nearby communities including Paharganj, Daryaganj, Chandni Chowk, etc. The complex will consist of multi-level car parking and commercial facilities. The project was granted EC no. F.No.21-2/2019-1A-III dated 25th February, 2019 by Ministry of Environment, Forest and Climate Change for total plot area is 18,524 sqm., total built-up area of 1,19,385 sqm, Now with revise scheme plot area remains the same, building height is reduced from six floors to four floor, and builtup area 1,05,346.49 sqm from 1,19,385 sqm., For this we are seeking modification in earlier granted EC SITE LOCATION AND SURROUNDINGS The project site is located at Chandni Chowk, New Delhi. The geographical co-ordinates of site are 28°39'28.02" N and 77° 13'51.11"E. Google Earth image of 500 m radius and SoI toposheet depicting 10+15 km around project site are attached as Annexure I (a) & (b) respectively. CONNECTIVITY Nearest Metro Station: - The project site is well connected to the Yellow line of Delhi Metro nearest metro station Chandni Chowk Metro Station (Adjacent to the project site) Nearest Highway: - NH-24 & NH-10 which are approx. 6.9km & 8 km towards SE & WNW direction from project site. NORTH DELHI MUNICIPAL CORPORATION 85 (WITH CONCESSIONAIRE M/s ANSH BUILDERS PVT LTD) MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI Nearest Railway Station: - Old Delhi Railway Station which is approx. 0.3 km towards N direction from the project. Nearest Airport: - Indira Gandhi International Airport at 14.9 km towards SW direction from project site. AREA STATEMENT The total area of project site is 18,524 m2 (4.57 acre). The detailed area statement is provided below in Table 1: Table 1: Detailed Area Statement S. No. Particulars Value as per Revision in accorded EC accorded EC 1. Total Plot Area 18,524 18,524 2. Total Permissible Ground 14,189 14,189 Coverage(@76.59% of plot area) Permissible Ground Coverage 12,337 12,337 (@66.6% of plot area) Additional Ground Coverage (@10% 1852 1852 as per MPD-2021) 3. Proposed Ground Coverage 12070 11492.59 (@65.16% of plot (@62.04% of plot area) area) 4. Total Permissible FAR 19,265 19,265 Permissible FAR 18,524 18,524 Additional FAR @ 4% (IGBC) 741 741* 5. Proposed FAR 19,260 (@1.0397 of 18519.50 (@99.98 the plot area) % of the plot area) Second Floor 4080 3619.24 First Floor 7280 6910.92 Ground Floor 7900 7989.34 6 Non-FAR Area 1,03,755 86826.99 Sixth Floor 12,070 -------- Fifth Floor 12,070 -------- Fourth Floor 12,070 12638.70 Third Floor 12,070 12638.70 Second Floor 7330 8435.10 First Floor 4130 5143.42 Ground Floor 4170 4065.00 Basement 1 11,940 14148.51 Basement 2 12,015 14854.56 NORTH DELHI MUNICIPAL CORPORATION 86 (WITH CONCESSIONAIRE M/s ANSH BUILDERS PVT LTD) MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI Basement 3 12,260 14903.00 7. Total Built-up Area (including FAR + Non- 1,19,385 1,05,346.49 FAR) Sixth Floor 12,070 -------- Fifth Floor 12,070 -------- Fourth Floor 12,070 12638.70 Third Floor 12,070 12638.70 Second Floor 11,410 12054.34 First Floor 11,410 12054.34 Ground Floor 12,070 12054.34 Basement 1 11,940 14148.51 Basement 2 12,015 14854.56 Basement 3 12,260 14903.00 8. Proposed Green Area 2780.210 (@15.01% 3105.97 (@17% of of the plot area) the plot area) 9. Maximum Height of the Building (m) 30 21.90 Note : * Additional FAR @ 4% for Indian Green Building Council ( IGBC) measuring 741 sq.mt is permitted as per Master Plan for Delhi 2021 and the project registration number is “IGBCNBT180376” by IGBC (copy attached). At present Additional FAR @ 4% is not part of sanction and it will be availed based on permission of North MCD. Table 2: Built-up area break-up s.no Particulars Area as per EC Revision in accorded accorded EC 1 Proposed FAR 19,260 18,519.50 2 Non-FAR Area 1,03,755 86,826.99 3 Total Built-up Area 1,19,385 1,05,346.49 POPULATION DENSITY The total population of project will be 7334 persons. The break-up is given below in Table 3. Population as per Earlier accorded EC Population after revision 9311 6166 Table 3: Population Break-up NORTH DELHI MUNICIPAL CORPORATION 87 (WITH CONCESSIONAIRE M/s ANSH BUILDERS PVT LTD) MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI S. No. Description BUA PPU Total (sqm) Population 1. Ground Floor (Shops) 7989.34 3 Sqm/person 2663 Staff (@20%) 533 Visitors (@80%) 2130 2. First & Second Floor (Retail) 10530.16 6 Sqm/person 1755 Staff (@20%) 351 Visitors (@80%) 1404 3 Total parking Area 51219.44 @ 30 sqm/person 1708 4 Maintenance staff 40 GRAND TOTAL POPULATION 6166 WATER REQUIREMENT & SUPPLY SYSTEM During operation phase, the water requirement will be met from Delhi Jal Board. The total water requirement will be approx. 341 KLD out of which domestic water requirement is 121 KLD. The fresh water demand will be approx. 37 KLD. However, one time fresh water demand for the project will be 341 KLD. The calculation of daily water requirement and waste water is given below in Table 4 & 5 respectively: Table 4: Calculation for Daily Water Demand S. No. Description Occupancy Rate of water Total Water demand (lpcd) Requirement (KLD) A. DOMESTIC WATER Staff 924 @ 45 lpcd 42 Visitors 5242 @ 15 lpcd 79 Total Domestic Water = 121 KLD B. HORTICULTURE 3.5 (3105.97 m2) 1l/sqm/day C. HVAC Cooling 12 hours @10 Litre/TR 216 (1800 TR) GRAND TOTAL WATER (A+B+C) = 340.5 say 341 KLD Table 5: Waste Water Calculations Domestic Water 121 KLD Fresh water (@30% of domestic) 36.3 say 37 KLD Flushing water (@70% of domestic) 86.8 say 87 KLD Waste water [@80% fresh + 100% flushing] 29.6 +87 = 116.6 say 117 KLD STP Capacity 140 KL NORTH DELHI MUNICIPAL CORPORATION 88 (WITH CONCESSIONAIRE M/s ANSH BUILDERS PVT LTD) MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI The water balance diagram is shown below in figure 1 & 2: FRESH WATER @ 80% WASTEWATER (37 KLD) GENERATED =117 KLD @30% of Domestic STP CAPACITY = 140 KL @ 100% 87 KLD FLUSHING (87 KLD) @ 70% of Domestic KLD 106 HORTICULTURE 3.5 KLD (3.5 KLD) KLD = KLD of 117 200.5 KLD 15.5 KLD 0% HVAC COOLING 9 (216 KLD) @ TREATED WATER 200.5 KLD FROM DJB (200.5 KLD) Wastewater Treated waste water Figure 1: Water Balance Diagram (Rainy Season) NORTH DELHI MUNICIPAL CORPORATION 89 (WITH CONCESSIONAIRE M/s ANSH BUILDERS PVT LTD) MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI FRESH WATER @ 80% WASTEWATER (37 KLD) GENERATED =117 KLD @30% of Domestic STP CAPACITY = 140 KL @ 100% 87 KLD FLUSHING (87 KLD) @ 70% of Domestic KLD 106 KLD = KLD of 117 197 KLD 19 KLD HVAC COOLING (216 KLD) @90% TREATED WATER 197 KLD FROM DJB (197 KLD) Wastewater Treated waste water Figure 2: Water Balance Diagram (Non-Rainy Season) Waste Water Generation & Treatment It is expected that the project will generate approx. 117 KLD of wastewater. The wastewater will be treated in an onsite STP of 140 KL capacity. The treated effluent will be reused for flushing, horticulture & HVAC cooling. NORTH DELHI MUNICIPAL CORPORATION 90 (WITH CONCESSIONAIRE M/s ANSH BUILDERS PVT LTD) MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI SEWAGE TREATMENT PLANT MBBR TECHNOLOGY An external sewage network shall collect the sewage from all units, and flow by gravity to the sewage treatment plant. Following are the benefits of providing the Sewage Treatment Plant in the present circumstances: The process has long retention time and can absorb shock load situation. Reduced net daily water requirements, source for Flushing and Horticultural purposes by utilization of the treated waste water. Reduced dependence on the public utilities for water supply and sewerage systems. The process produces a well-oxidized sludge in small quantities only, which can be removed and used as manure. a. Wastewater Details (a) Daily load : 117 KLD (b) Duration of flow to STP : 24 hours (c) Temperature : Maximum 32oC (d) pH : 6.5-8.5 (e) Colour : Mild (f) T.S.S. (mg/l) : 250-400 mg/l (g) BOD5 (mg/l) : 300-400 mg/l (h) COD (mg/l) : 600-700 mg/l b. Treated effluent (a) pH : 6.0 to 8.5 (b) B.O.D. : <5 mg/l (c) C.O.D. : <100 mg/l (d) Total Suspended Solids : <20mg/l NORTH DELHI MUNICIPAL CORPORATION 91 (WITH CONCESSIONAIRE M/s ANSH BUILDERS PVT LTD) MODIFICATION IN MULTILEVEL CAR PARKING COMPLEX, CONCEPTUAL PLAN CHANDNI CHOWK, NEW DELHI c. Treatment Technology MBBR TECHNOLOGY Moving bed biofilm reactor technology is based on the principle of attached growth process. Raw sewage will be collected under gravity into the equalization tank after allowing to pass through the bar screen.
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