Expansion of Group Housing Project

Approval of Terms of Reference (TOR) for Proposed Wholesale Fruit & Vegetable Market At Musteel No.-03 (Khasra No.- 1, 2/2, 3, 4/2, 7/2, 8, 9, 10, 11, 12, 13, 14/1, 16/2, 17, 18, 19, 20, 21, 22, 23, 24, Delhi Agricultural Marketing Board 25/1), Musteel No.-04 (Khasra No.-6, 7, 8, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26), Conceptual Plan Musteel No.-05 (Khasra No.- 6, 14, 15, 16, 17, 23/2, 24, 25), Musteel No.-07 (Khasra No.- 3/2 ,4, 5, 6, 7, 8/2), Musteel No.-08 (Khasra No.- 1, 2, 3, 4, 5, 6, 7, 8, 9, 10), Musteel No.-09 (Khasra No.- 1, 2, 3, 4, 5/1, 6, 7, 8, 9, 10), Musteel No.-10 (Khasra No.-10/2),Of Village-Khampur & Musteel No.-14 (Khasra No.- 6, 7, 8, 9, 12, 13, 14/1, 18 ), Of Village-Tikri Khurd

1. INTRODUCTION

Proposed Fruit & Vegetable (wholesale) market located at Azadpur Delhi and is proposed to shift to Musteel No.-03 (Khasra No.- 1,2/2,3,4/2,7/2,8,9,10,11,12,13,14/1,16/2,17,18,19,20,21, 22,23,24,25/1), Musteel No.-04 (Khasra No.- 6,7,8,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26), Musteel No.-05 (Khasra No.- 6,14,15,16,17, 23/2,24,25), Musteel No.-07 (Khasra No.- 3/2,4,5,6,7,8/2), Musteel No.-08 (Khasra No.- 1,2,3,4,5,6,7,8,9,10), Musteel No.-09 (Khasra No.- 1,2,3,4,5/1,6,7,8,9,10), Musteel No.-10 (Khasra No.-10/2),of Village-Khampur & Musteel No.-14 (Khasra No.- 6,7,8,9,12, 13,14/1,18 ), of Village-Tikri Khurd for which 70.62 acre land on NH-44, has been allotted by MCD for establishment of fruit and vegetable (wholesale) market. The developer of the project is Delhi Agricultural Marketing Board. Land use of the project site is commercial (wholesale) as per Delhi Master Plan of 2021.

The objective of the study is to carry out Environmental Impact Assessment (EIA) for the proposed project to meet the environmental compliance laid down by the Ministry of Environment and Forest (MoEF), Govt. of India. The scope of the study would be as per the EIA guidelines outlined by the MoEF for area development project.

Fig. 1. Delhi Development Authority Master Plan

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2.0 PROJECT DETAILS

The proposed project is planned at Musteel No.-03 (Khasra No.- 1,2/2,3,4/2,7/2,8,9,10,11,12,13,14/1,16/2,17,18,19,20,21, 22,23,24,25/1), Musteel No.-04 (Khasra No.-6,7,8,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26), Musteel No.-05 (Khasra No.- 6,14,15,16,17, 23/2,24,25), Musteel No.-07 (Khasra No.- 3/2,4,5,6,7,8/2), Musteel No.- 08 (Khasra No.- 1,2,3,4,5,6,7,8,9,10), Musteel No.-09 (Khasra No.- 1,2,3,4,5/1,6,7,8,9,10), Musteel No.-10 (Khasra No.-10/2),of Village-Khampur & Musteel No.-14 (Khasra No.- 6,7,8,9,12, 13,14/1,18 ), of Village-Tikri Khurd. on a total Plot area of 285789 sq m. The total built-up area is approximately 317943.798 sq m. The project will provide following facilities for comfortable marketing.

 Adequate Parking facility,  Community offices & Whole sale shops  Cold storage  DG set Power back up.

The Design approach shall be sensitive to environmental issues. The main thrust shall be laid on Energy conservation, safety and ease of maintenance and current technological development. The Design Philosophy is to ensure fulfillment of all functional requirements in accordance with Design Guidelines, Relevant Standards and Codes as well as local Bye laws. The salient features of the project are given in table: 1 below

Table1. Salient features of Proposed Project

PROJECT SUMMARY Sl. Description Quantity Unit No. GENERAL 1 Gross Plot Area 285789 SQMT 2 Area Under Green Belt 19465.076 SQMT 3 Net Plot Area 266323.924 SQMT 4 Proposed Built Up Area 317943.798 SQMT 5 Max Height of Building (Upto Terrace) 46.55 M 6 Max No of Floors ( Commercial Blocks) 3B+G+9 No. 7 Expected Population (13850 Fixed+10940 Floating) 24790 No. 8 Cost of Project 690.5 CR 9 Proj Activity : Whole Sale fruit & Vegetable market, Commercial offices - AREAS 10 Permissible Ground Coverage Area (30%) 79897.18 SQMT 11 Proposed Ground Coverage Area (24.1%) 64246.318 SQMT 12 Permissible FAR Area for Whole Plot (80) 213059.14 SQMT 13 Proposed FAR Area (78) 207963.17 SQMT 14 Non FAR areas 109980.63 SQMT 15 Proposed Total Built Up Area 317943.80 SQMT WATER 16 Total Water Requirement 1208.80 KLD

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17 Fresh water requirement 443.44 KLD 18 Treated Water Requirement 765.36 KLD 19 Waste water Generation 748.65 KLD 20 Proposed Capacity of STP 900 KLD 21 Treated Water Available for Reuse 599 KLD 22 Treated Water Recycled 599 KLD 23 Additional treated water required 166 KLD RAIN WATER HARVESTING 24 No of RWH of Pits Proposed 82 No. PARKING 25 Total Parking Required as / Building Bye Laws 6390 ECS 26 Proposed Total Parking 6403 ECS 27 Parking on Surface 3628 ECS 28 Parking in Basements 2775 ECS GREEN AREA Proposed Green Area incl green belt (22% of plot gross 29 62466 SQMT plot area) WASTE 30 Total Solid Waste Generation 3.82 TPD 31 Organic waste 1.67 TPD 32 Commercial (Fruit & Vegetable) Market Waste 118 TPD 33 Quantity of Hazardous waste Generation 2.93 LPD 34 Quantity of Sludge Generated from STP 52 KG/DAY ENERGY 35 Total Power Requirement 13378 KW 36 DG set backup 5000 KVA 37 No of DG Sets 5 No.

3.0 CONNECTIVITY

The Project site is well connected to network of roads. The site is located at the distance of 0.03 km, West from NH-44, 12.05 km, North East from SH-57 and 14.09 km, North West from SH-11. New Delhi railway station is around 22.19 km in South East direction and Narela railway station is around 4.47 km in South West direction. Google image showing location and connectivity of project site is as given below (Ref, fig.2, 3 & 4).

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Fig 2: Project site Location on Google Image

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Fig 3 500 Meter buffer Map

Fig 4. 10 km Radius Map

4.0 PROJECT SURROUNDINGS

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Project site is located at Musteel No.-03 (Khasra No.- 1,2/2,3,4/2,7/2,8,9,10,11,12,13,14/1,16/2,17,18,19,20,21, 22,23,24,25/1), Musteel No.-04 (Khasra No.-6,7,8,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26), Musteel No.-05 (Khasra No.- 6,14,15,16,17, 23/2,24,25), Musteel No.-07 (Khasra No.- 3/2,4,5,6,7,8/2), Musteel No.- 08 (Khasra No.- 1,2,3,4,5,6,7,8,9,10), Musteel No.-09 (Khasra No.- 1,2,3,4,5/1,6,7,8,9,10), Musteel No.-10 (Khasra No.-10/2),of Village-Khampur & Musteel No.-14 (Khasra No.- 6,7,8,9,12, 13,14/1,18 ), of Village-Tikri Khurd. The location coordinate of project site are 28°49’58.11” N, 77°08’00.15” E.

Table-2: Site and Surrounding of the project Site

S. No. Particulars Details 1. Nearest National Highway NH 44: 0.03 KM W 2. Nearest Railway Station New Delhi Railway Station: 22.19 KM SE Narela Railway Station: 4.47 KM SW 3. Nearest Airport Indira Gandhi International Airport: 28.49 KM SW 4. Nearest Town/ City New Delhi 5. River Body Yamuna River: 9.60 KM E Yamuna Canal: 7.52 KM SW 6. Hills/ Valleys Not within 10 km from the project site 7. Site Topography Plain 8. Archaeologically Important Site Nil 9. National Parks/ Wildlife Bawana RF: 6.80 KM SW Sanctuaries/ Reserve Forest Ghoga RF: 6.66 KM SW 10. State Boundary Delhi Haryana Border: 0.90 km/ N Haryana UP Border: 8.11 km/NE Delhi UP Border: 8.28 km/E 11. Seismicity The study area falls under Seismic Zone-IV

5.0 OCCUPANCY DETAILS

The total population of the project will be approx. 24790 persons including 13850 employees & 10940 visitors. Details of population are given below in Table -3.

Table -3 Population Detail

Population

Commercial (employees etc. ) Area Rate Nos. Commercial offices 53224.284 10 5322 Wholesale shops all floors (fixed 783 5.5 4307 population) Cold storage ( 1 & 2) 24621.338 30 821 Work shop & maintenance 719.864 10 72 Labours (loading/unloading etc.) Ls 3078

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Facility management & security staff Ls Ls 250 Total 13850 Visitors Wholesale shops 7830 Commercial offices 10% 532 Drivers+helpers 1709 2328 Other visitors Ls 250 Total visitors 10940 Total population 24790

6.0 WATER DEMAND

6.1 Water supply & source The water supply for the fruit and vegetable market project during operation phase will be sourced from water supply department of Delhi Jal Board. The total water demand is approximately 1208 KLD. After recycling and reuse of 765 KLD treated water, the net fresh water requirement will be 443 KLD. Details of daily water requirement, waste water generation & reuse of treated water are given below in Table 4 and water balance diagram is given in Figure-5. below.

Table 4: Calculations for Daily Water Demand for the Project

Population/ Rate In Total Qty Area/Unit Lts In Kl Commercial Offices & Wholesale Shops Etc. (Working Population) Domestic 13850 25 346.24 Flushing 13850 20 276.99 Visitors Domestic 10940 5 54.70 Flushing 10940 10 109.40 Total Population 24790 Restaurant Seats Domestic 500 55 27.50 Flushing 500 15 7.50 Area In Sqm Gardening (Including Green Belt) 62466 1 62.47 Kva D G Cooling 5000 0.9 9 Cleaning & Washing Etc.(Street, Garbage Ls 30 Areas) Filter Back Wash Ls 15 Air conditioning Tonnage Commercial Offices (Water Cooled) 3000 10 270 Total Water Requirement 1208.80

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Fig 5: Water Balance Diagram for the Project

7.0 SEWAGE GENERATION

Construction phase: Quantity of sewage generated during the construction phase will be negligible and proper management will be done by providing mobile toilets. Septic tank & soak pit will be provided on site for treatment.

Operational Phase: Sewage generated during operation phase would be approx 748 KLD and will be treated in on-site STP of 900 KLD. Additional water of 166 KLD will be supplied through tanker from nearby STP.

8.0 WASTE GENERATION, COLLECTION, TRANSPORT AND DISPOSAL

Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS roads, tiles, wood etc. The following steps are to be followed for the management solid waste:

 Construction yards are used for storage of construction materials.  The excavated material such as topsoil and stones will be stacked for reuse during later stages of development.

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 Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the Project.  Remaining soil will be utilized for back filling / road work /raising of site level at locations.

Waste generation during Operation Phase During operation phase solid waste would be generated from the project. The quantification of different type of waste likely to be generated are given below in table: 5 below

Table 5: Quantity of Waste Generation during operation phase

WASTE GENERATION

Total Waste Generation (Non 3.82 TPD organic + Organic) Organic Waste Generation 1.67 TPD Commercial – Mandi waste (Fruit & 118 TPD Vegetable -organic waste) Sludge Generation 52 KG/Day Hazardous Waste Generation (DG Waste Oil) 2.93 Lts/ Day (Source: The solid waste generation has been calculated @ 0.3 kg per capita per day basis ad per guideline of (CPHEEO) manual.)

*Total Organic waste generated through offices & Fruit & vegetable Market = 119.67 TPD will used for Bio-gas Generation on site

Following arrangements will be made at the site in accordance to Solid Waste (Management and Handling) Rules, 2000 and amended Rules, 2016.

 Collection and Segregation of waste

1. Solid waste will be collected from the garbage bins placed at the designated locations. 2. Biodegradable & non biodegradable waste shall be separately collected to ensure segregation at source. 3. For commercial offices and whole sale shops, adequate number of colored bins separate for Bio-degradable and Non Bio-degradable will be placed at planned location. 4. Litter bin will also be provided in open areas like parks etc.

Treatment of Bio-Degradable wastes Biodegradable /Organic Waste collected from offices and Fruit & Vegetable market will be used in bio gas plant proposed at site.

Non Biodegradable waste Recyclables, such as plastic, rubber, wood pieces, glass etc will be segregated from non biodegradable waste & sold to authorize vendors for recycling & remaining inert waste shall be sent to land fill site through authorized vendor as per the guidelines of Solid Wastes (Management and Handling) Rules, 2016 STP sludge will also be used for horticultural purposes as manure.

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9.0 POWER REQUIREMENT DETAILS

The power supply shall be supplied by Tata Power Delhi Distribution Limited (TPDDL) the estimated electrical demand load & proposed power back to be used during power failure shall be as per details given in Table:6 below.

Table: 6 Power & DG detail

ELECTRICAL LOAD & DG BACK UP` ELECTRICAL - DEMAND LOAD 13378 KW POWER BACK UP - DG SETS 5000 KVA (02 X 1500 + 01 X 500 + 02 NO OF DG SETS X 750) DG STACK HEIGHT AS/CPCB NORMS

9.1 BACKUP POWER DETAILS

There is provision of 05 nos. (02 X 1500 + 01 X 500 + 02 X 750) of DG sets for power back up in the Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

Energy Conservation Measures: Project will comply requirement of ECBE 2016 norms.

10.0 STORM WATER DRAINAGE & RAIN WATER HARVESTING SYSTEM

A network of covered/underground storm water drain will be developed to collect rain water runoff from roof tops. Strom water would be channelized to rain water harvesting structure designed to charge the rain water to ground water aquifer.

The storm water will pass through the desilting chamber/oil& grease separator before finally discharging to percolation tank. Design details of Rain Water Harvesting structure are given in the table 7 & Figure 8 below

Table 7: RAIN WATER HARVESTING STRUCTURE/PIT

OTHER GREEN ROOF TOP PARTICULARS OPEN ROAD/PAVEMENT/PARKING AREAS AREA AREA AREAS Area (Sq.m.) 38395.1 120682 62466.00 64246.3 Runoff coefficient 0.3 0.8 0.15 0.9 Peak Hour Rainfall (m) 0.045 0.045 0.045 0.045 Volume of one hour 518.33 4344.53 421.65 2601.98 Rainfall 15 Minutes Volume 130 1086.1 105.41 650.49 Total 15 Minutes Volume 1971.62 Volume of one recharge Pit 24.0

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No. of recharge pits 82 required Proposed no. of recharge 82 pits

Total of 82 Rain Water Harvesting pits are planed rain water recharge within the project premises.

Figure-6: A typical Recharge pit

11.0 LANDSCAPE DEVELOPMENT

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Total green area measures 62466 m2 i.e. 22% of the total plot area. Green Area will be utilized for peripheral tree plantation, road side plantation & for plantation of shrubs, lawn, and ground cover. For tree plantation preference will be given to local tree with large leafs & dense foliage for shading & reduction of air & noise pollution. The plant species would be selected from the list given below:

THE LIST OF PLANT SPECIES LIKELY TO BE PLANTED

SN Botanical Name Common Name 1 Ficus Infectoria Pakur 2 Delonix regia Gulmohur 3 Cassia fistula Amaltas 4 Azadirachtha Indica Neem 5 Peltophorum ferrugineum Copper pod 6 Ficus retusa Usha 7 Alstonia Scholaris Scholar tree 8 Thespesia populnea Paras Pipal 9 Churasia tabularis Chukrasia 10 Anthocephalus cadamba Kadamba 11 Jacaranda mimosifolia Jacaranda 12 Mimusops Elengi Maulsari 13 Plumeria alba Temple tree 14 Terminalia arjuna Arjuna 15 Bauhinea Variegata Kachnar 16 Sarca indica Ashoka 17 Silver oak Grevillea Robusta 18 Semal Bombax Ceiba 19 Pilkhan Ficus

11.1 DETAILS OF EXISTING TREES AT SITE

Total No. Of Existing Trees To Be Retained 102 Total No. Of Existing Trees To Be Removed (Including 37 Nos. 48 Of Safeda Trees) Total No. Of Existing Trees To Be Transplanted 57 Total No. Of Existing Trees (102 + 48 + 57) 207

12.0 PARKING FACILITIES

For smooth circulation of vehicles & reduction of pollution separate entry & exits with gates of adequate sizes are planned. Provision for car/vehicle parking is planned in the surface & basements. Apart from peripheral roads for vehicular movement internal roads/pavements are planned for traffic free movement of pedestrians. Details of parking provision are given in table:8

Table-8: Parking Details

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Total Parking Required as / Building Bye Laws 6390 ECS Proposed Total Parking 6403 ECS Parking on Surface 3628 ECS Parking in Basements 2775 ECS

13.0 Risk and Hazards

13.1 Seismicity

Based on the tectonic features and records of earthquake, a Seismic Zoning map has been developed for the country by Bureau of Indian Standard (BIS). The project site falls in Seismic Zone-IV. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structures. The structural design shall be vetted by the agency nominated by local body. Earthquake resistant construction techniques will also be used.

13.2 Fire Safety

 Fire Fighting Designed: As per National Building Code 2016  Provision fire detection, alarm & rescue system.  Provision of infrastructure required for suppression of fire as per norms.  Provision of Fire Extinguishers, Fire Hose Cabinet, Internal & External hydrant, Fire sprinkler system in basements & residential towers are planned as per applicable codes & norms of local fire department.  Approval of project from Fire Department shall be obtained.

14.0 ENVIRONMENTAL POLLUTION MITIGATION MEASURES

14.1 Air Pollution

Increased traffic generation due to project nos. 6403 of parking space proposed for the project is not going to cause significant increase in atmospheric concentration of gases and will not result in heat island formation as adequate landscaping has been provided.

Mitigation Measures for Air Pollution during Construction Stage Air quality around the project site will be impacted during construction stage. Various construction activities especially related to handling of loose material are likely to generate fugitive dust that will affect the air quality of the surrounding area of the project site. To minimize such impacts following measures has been proposed:

. All the loose material either stacked or transported will be provided with suitable covering such as tarpaulin, etc. . Water sprinkling shall be done at the locations where dust generation is anticipated. . To minimize the occupational health hazard, proper personal protective gears i.e. mask shall be provided to the workers who are engaged in dust generation activity.

Mitigation Measures for Air Pollution during Operational Stage

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Operation of DG Sets is the only source of air pollution during operational phase. Stack height (as per CPCB norms) will be provided for proper dispersion of pollutants. Also, it is proposed to minimize air pollution by providing plantation as buffer on the periphery of the project site and on the open spaces. An area of 62466 m2 i.e. 22% of the total area has been kept for green development & plantation purposes.

14.2 Water Pollution

The source of water pollution during construction and operation phase is due to waste water generated from toilets and washing.

14.3 Noise Environment

It is envisaged that within the Fruit and Vegetable market project there shall be maximum movement of motor vehicles like trucks and cars which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the sides of internal roads, on the open spaces inside and around the periphery of whole complex. Proper maintenance of the internal roads will also be carried out and Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits.

Mitigation Measures for Noise Pollution during Construction Stage During the construction stage, expected noise levels shall be in the range of 80-85 dB (A) which will decrease with increase in distance as per the Inverse Square Law. Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, ear muff / ear plug shall be given to the workers working around or operating plant and machinery emitting high noise levels. Use of such plant or machinery shall not be allowed during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact.

Mitigation Measures for Noise Pollution during Operation Stage It is envisaged that there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the open spaces and around the periphery of whole complex. Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits.

15.0 CONSTRUCTION MATERIALS

The following construction materials are required for residential construction; 1. Coarse sand 11. P.V.C. conduit 2. Fine sand 12. MCBs/DBs 3. Stone aggregate 13. Overhead water tanks

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4. Cement 14. Pavors 5. Fly Ash 15. Conc, CI, GI, CPVC, UPVC pipes 6. Reinforcement steel 16. Sanitary fittings & fixtures 7. Plywood & steel shuttering 17. Stainless steel sink 8. Pipe scaffolding (cup lock system) 18. Glass 9. Bricks 19. Joinery hardware 10. Marble/vitrified/ceramic floor & 20. Aluminium Frames wall tiles 21. Electrical equipments, fittings & fixtures.

16.0 LIST OF MACHINERY USED DURING CONSTRUCTION (i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv)Concrete Batching Plant (v) Cranes (vi) Road roller (vii Bulldozer (viii) Tower Cranes (ix) Hoist (x) Labor Lifts (xi) Concrete pressure pumps (xii) Mobile transit mixer

17.0 PROJECTCOST The total construction cost of the Group Housing project is approximately Rs 690.5 Crore.

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