conceptual plan proposed redevelopment of...

Conceptual Plan Proposed Redevelopment of

Anand Vihar Railway Station, Anand Vihar, East Delhi

Submitted By

INDIAN RAILWAY STATION DEVELOPMENT CORPORATION LIMITED

CONSULTANT

ASCENSO ENVIRO PVT. LTD Formerly known as Ascenso Management & Consulting Services Pvt. Ltd.

New Delhi

A QCI ACCREDIATED ENVIRONMENTAL ORGANIZATION

TABLE OF CONTENTS Description Page No.

CONCEPTUAL PLAN ...................................................................................................... 1-19

1. Introduction ..........................................................................................................................1

2. Site Surrounding and & Connectivity ..................................................................................1 3. Project Location and Description .........................................................................................6 4. Details of Building Blocks…………………………………………………………..….....7 5. Population Detail .................................................................................................................7 6. Parking Detail .....................................................................................................................8 7. Landscape Development ................................................................................................. 8-9 8. Water Requirement, Supply and Distribution .............................................................. 10-15

8.1Water requirement during construction phase ..............................................................10 8.2Water requirement during operation phase ...................................................................10 8.3 Wastewater Generation ................................................................................................12

9 Storm Water Drainage .......................................................................................................15 10 Rainwater Harvesting .........................................................................................................15 11 Power Requirement ............................................................................................................16 12 Solid Waste Generation and Management .........................................................................16 13 Fire Fighting System ..........................................................................................................18 14 Detail Of Construction Material ........................................................................................18

LIST OF TABLES

Table-1: Site Surrounding and Connectivity Details .................................................................2 Table-2: Coordinates of the Project Boundary ..........................................................................6 Table-3: Details Area Statement ................................................................................................6 Table-4: Calculation of Population ............................................................................................7 Table-5: Calculation of Parking Requirement ...........................................................................8 Table-6: Suggested List of Species for Greenbelt Development ..............................................8 Table-7: Details of Water Requirement ...................................................................................11 Table-8: Calculation of Wastewater Generation ......................................................................12 Table-9: Recycled Water Uses ................................................................................................15 Table-10: Proposed Solid Waste Generation Rate ...................................................................17

LIST OF FIGURES

Figure-1: Google map of 500m radius showing surroundings of the area ...............................3 Figure-2: Toposheet map (Survey of India) of 10km radius showing surroundings area .........4 Figure-3: Toposheet map (Survey of India) of 15km radius showing Eco-sensitive area .........5 Figure-4: Water Balance Diagram for Non-Monsoon Season……………………………….13 Figure-5: Water Balance Diagram for Monsoon Season .……………………………………14 Figure-6: Solid Waste Management Plan…………………………………………………....18

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi

Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 19

CONCEPTUAL PLAN

1. INTRODUCTION

Proposed project is for "Redevelopment of Anand Vihar Railway Station” by Indian Railway Station Development Corporation Limited, as a part of the continuous process of augmenting and improving amenities keeping in view the World Class planning and targeting the year 2038. Indian Railways have identified five major railway stations to be developed to World Class standards, Anand Vihar Railway Station in East Delhi being one of them. Anand Vihar Railway Station is going to be a big multi modal transit hub with the following 5 modes of transport culminating at a single location: 1. Indian Railways Station 2. Existing Delhi Metro Phase I station 3. Anand Vihar ISBT 4. Proposed Delhi Metro Phase III station 5. Proposed Delhi Meerut high speed Regional Rail Transit Corridor station. The station has been planned for development in two phases. The horizon year for Phase -1 is 2025 and that for Phase - 2 is 2038. At present, the station is serving 76,100 passengers per day which includes both long distance passengers as well as commuter passengers. In the proposed phase I development, the number of platforms are proposed be increased to seven in total and the terminal will have a capacity to handle over three lakh passengers and as many as 270 trains daily and a new Passenger Reservation system (PRS) with world class facility. Also, Anand Vihar makeover involves linking of this terminal with the original Anand Vihar station (Station code: ANVR) which is a roadside station comprising two platforms serviced by only sub-urban trains. The total area available for the site development is 5,68,145.00 m2 (56.8 ha). The constraints such as retaining of existing structure and yard have been considered while developing the concept. The built up area is 4, 69,017.00 m2. The development will be as per the master plan of Delhi. The Project is designated under Category “B” and falls under Item 8(b) (Township and Area Development) of the Environmental Impact Assessment (EIA) Notification of September 14th, 2006 and its amendments. 2. SITE SURROUNDING & CONNECTIVITY

The proposed project site is connected to Noida, Ghaziabad and other NCR regions. It is surrounded by Patparganj, I.P. Extension, Dilshad Garden, Kaushamnbi, etc. residential areas

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi


within 5km radius area of the proposed project site. Site surroundings and Connectivity details of the proposed project are given in Table-1.

Table-1: Site Surroundings and Connectivity Details

S. No. Connectivity & Site Surroundings

Description Distance and Direction

1. Nearest Railway Station

Anand Vihar railway station The project itself

2. Nearest Metro Station

Anand Vihar Metro Station Approx.170 m, E

3. Nearest Airport Hindan Air Force Airbase Indira Gandhi International Airport

Approx. 6.0 km, NE Approx. 24 km, SW

4. Nearest Residential Area

Arya Nagar Madhu Vihar Jaipuria Enclave JJ Colony

Approx. 100 m, W Approx. 150 m, S Approx. 90 m, E Approx. 110 m , N

5. State Boundary Delhi -UP state border Delhi-Haryana border

Adjacent, E Approx.15.50 km, S

6. Nearest Highway and Roads

NH-58 NH-24 NH-91

Approx.9.50 km, ENE Approx.2 km, SE Approx.10 km, ENE

7. River Yamuna River Approx. 4 km, W

8. Nearest School Government Sarvodaya Co Education Senior Secondary School Vivekanand School

Approx. 0.05 km, NNW Approx. 0.35 km ,NNW

9. Nearest Hospital Shanti Mukund Hospital approx. 0.5 km, NNW

10. Places of worship Arya Marriage Shivkala Temple

approx. 1.60km, WSW approx. 2.5 km, NNW

11. Forest Nil Nil

12

Sanctuaries Okhla Bird Sanctuary approx. 8 km, S

Source: Google Earth

A Google Map of 500m buffer map showing the surrounding area of the proposed project is shown in Figure-1. The topographical map showing the surrounding area within 10 km radius is shown in the Figure-2 and topographical map showing the eco-sensitive area within 15 km radius is shown in the Figure-3.

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Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi.


3. PROJECT LOCATION AND DESCRIPTION

Indian Railway Station Development Corporation Limited is going for “Redevelopment of Anand Vihar Railway Station”on the total land area measuring 5,68,145 sq.m. The coordinates of the project boundary along with the centre of the project site is given below in the Table-2.

Table-2: Coordinates of the Project Boundary

The project envisages redevelopment of Anand Vihar Railway Station in form of construction / redevelopment of Main station building with construction of facilities like Hotel, Station Retail and Commercial Office. The parking shall be provisioned in basement and 34,000 m2 is to be developed / maintained as garden and lawns. The area details are given in Table-3.

Table-3: Detailed Area Statement

S. No. Particulars Area in Sq.m. 1 Total Plot Area 5,68,145.00

2 Permissible FAR @ 1 of plot area 5,68,145.00

3

Proposed [email protected] of Plot area Commercial Station and other building Platforms existing + new

2,66,771.00 1,70,010.00 50,395.00 46,366.00

4

Total Basement Area Hotel Station Retail Office Passenger & Operations

2,02,246.00 19,488.00 70,656.00 1,02,336.00 9,766.00

5 Built Up Area (Proposed FAR + Basement) 4,69,017.00

6 Landscape Area Proposed @ 6% of plot area

Lawns/Garden Green Belt

34,000.00 15,467.00 18,533.00

The Layout Plan of Existing Yard is attached as Annexure-I.

Latitude Longitude

Centre of the Plot 28°38'43.30"N 77°18'38.30"E

Corner-I 28°39'13.73"N 77°19'8.89"E Corner-II 28°38'27.73"N 77°18'10.53"E Corner-III 28°38'19.86"N 77°18'16.88"E Corner-IV 28°38'57.63"N 77°19'4.55"E



4. DETAIL OF BUILDING BLOCK

The proposed redevelopment project involves construction / redevelopment of station building with construction of hotel, station retail and commercial office. The master plan approval for redevelopment project has been granted by Northern Railway. The copy of the approval letter is attached as Annexure-II. Approval for the redevelopment project has also been granted by Delhi Development Authority. The approval letter is attached as Annexure-III. The redevelopment project does not fall under prohibited or regulated area. The NOC for the same has been granted by Archaeological Survey of India and is attached as Annexure-IV. The height clearance from Airport Authority of India is attached as Annexure-V. The approval from DUAC is attached as Annexure-VI. The NOC from PWD is attached as Annexure-VII. The project involves cutting of trees for which the application for the permission of the same has been submitted to the North Forest Division, GNCTD. The copy of the receipt of same is attached as Annexure-VIII. 5. POPULATION DETAIL

Total population of the proposed redevelopment project will be 1,64,838 as per the projection for the year 2038 which include the main passenger load per day, guests staying in hotel and staff. Breakup of the population is given in Table-4.

Table-4: Calculation of Population

S. No. Types No of unit /

Area in sq.m.Person Per

Unit Population

1. Hotel Guest Rooms 200 nos. 2 400

2. Passenger load per day

Projection for year 2038 1,11,575

3. Employees Projection for year 2038 12,896

4. Greeters / Meters Projection for year 2038 23,992

5. Retail Population Projection for year 2038 9,045

6. Office Population Projection for year 2038 6,930

Total Population 1,64,838 *Source- National Building Code, 2005



6. PARKING DETAILS

Parking Requirement at Railway Station The station parking bays are calculated based on the traffic surveys and forecasts. Basement parking of area 9,766 sq.m is proposed for station. The parking bays required for the station is for 686 ECS and the proposed parking bays will be for 902 ECS. Parking Requirement for Non-Railway Development The parking requirement for the proposed non-railway development and the proposed is as given in Table-5.

Table-5: Parking Propsoed for Non-Railway Development

Description FAR Required Parking @ 3 ECS/100 sqm FAR

Proposed Parking

Parking area basement @ 32

sqm/ECS Office 69,850 2,096 3,198 1,02,336 Station Retail 91,940 2,758 2,208 70,656 Hotel 8,220 247 609 19,488 Total 5,101 6,015 192480

7. LANDSCAPE DEVELOPMENT

Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise pollution. The green area to be developed / maintained is 6% of the total plot area i.e. 34,000 sq.m. Table-6 indicates various planned species to be used in greenbelt development.

Table-6: List of Species for Greenbelt Development

S.No. Scientific Name

Common Name Girth Height Spread Details

1 Azadirachta indica Neem 1’-3’ 30’-40’ 20’

-Evergreen tree -Medicinal value -Used as periphery plantation

2. Bauhinia variegata Kachnaar 1’-2’ 15’-20’ 15’

-Deciduous in dry seasons -Flowering plant with bright pink flowers

3. Bauhinia candida

Kachnaar white 1’-2’ 15’-20’ 15’

-Deciduous in dry seasons -Flowering plant with



white flowers

4 Cassia fistula Amaltas 1’-2’ 20’-25’ 15’

-Deciduous in dry seasons -Summer flowering tree with yellow flowers-

5. Cassia renegera

1’-2’ 15’-25’ 20’

-Deciduous in dry seasons -Flowering tree with pink flowers

6 Chorisia speciosa

Mexican silk cotton 2’-3’ 20’-25’ 20’

-Leafless in winters -Winter flowering tree with pink flowers

7. Anthocephalus cadamba Kadamba 6”-1’ 10’-15’ 15’

-Fastigate tree -White-cream flowers in spring

8 Gardenia latifolia Gardenia 1’-2’ 10’-15’ 15’ -Small tree with yellow

fragrant flowers

9 Lagerstroemia flosreginae Jarul 1’-2’ 15’-25’ 20’

-Flowering tree -Drought tolerant tree

10 Mangifera indica Mango 2’-3’ 20’-35’ 20’

-Evergreen tree with edible fruit.

11 Manilkara zapota Chikoo 1’-2’ 15’-20’ 15’

-Evergreen medium sized tree with edible fruits

12 Psidium guajava Guava 1’-2’ 15’-20’ 20’

-Medium sized tree with edible fruits.

13 Mimusops elengi Maulshri 6”-1’ 10’-15’ 15’

-Small evergreen tree with white flowers

14 Syzygium cumini Jamun 6”-1’ 10’-15’ 15’

-Tall tree fruit bearing -Attracts birds

15 Schleichera oleosa Kusum 2’-3’ 20’-25’ 25’

-Kusum is a beautiful tree with a broad, shady crown, found widespread in tropical himalayas

Source: Guidelines for development of greenbelt CPCB-2007



8. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION Water Requirement for the proposed project is discussed below. 8.1 Water requirement during Construction phase Water requirement during the Construction phase will be met by private water tanker or treated water from CSTP. 8.2 Water requirement during operation phase

The current source of water supply for the Railway station is a Ranney well located at Mandawali, which shall also cater for the water supply for the proposed redevelopment project. The capacity of the ranney well is 7 MLD, which will be able to cater the demand for year 2025. For the demand beyond 2025, another ranney well of 5.90 MLD will be required. The total water requirement for the proposed project has been estimated to be 12 MLD. This includes potable water requirement, flushing, landscaping, requirement for washing purposes. The total fresh water requirement is 5.31 MLD. The water requirement for Flushing, washing and landscaping will be met through treated water from STP and ETP. Details of break-up of water requirement are given in Table-7.



Table 7: Details of Water Requirement

Description Total Population /

Area

Unit Water Consumption

(LPCD)

Total Water Requirement

(MLD)

Fresh Water Requirement

(MLD)

Flushing Requirement

(MLD)

Wastewater Generation

(MLD)

Hotel Rooms 400 180 0.072 0.054 0.018 0.0612 Passengers 111575 15 1.673625 1.004175 0.66945 1.47279 Employees 12896 45 0.58032 0.19344 0.38688 0.541632 Greeters / Meeters 23992 5 0.11996 0.071976 0.047984 0.1055648 Retail Population 9045 45 0.407025 0.135675 0.27135 0.37989 Office Population 6930 45 0.31185 0.10395 0.2079 0.29106 Catering for 10% of total passengers

11157 45 0.502065 0.33471 0.167355 0.435123

Landscaping 34,000.00 sq.m 3 liters/sqm 0.102 .. Cleaning of trains 1,144 Coaches 500 liters/coach 0.572 .. 0.429 Apron Washing 23,604 sq.m 10 liters/sq.m 0.23604 0.17703 Platform Floor 86,361 sq.m 5 liters/sq.m 0.431805 0.32385375 Watering of trains on Platforms

1,144 Coaches 1350 liters/coach 1.5444 1.5444

..

Rake washing of coaches of trains in washing lines

520 3600 liters/coach 1.872

1.404

Rake Water filling 1,040 1800 liters/coach 1.872 1.872 .. HVAC Cooling 170 ton 10/ltrs/hr/ton 0.0408 Fire Fighting (one time) -- 1.218452

Total 11.556342

Say 12 5.314326 Say 5.31

1.768919 Say 1.76

5.62114355 Say 5.62



8.3 Wastewater Generation

The total estimated quantity of wastewater to be generated from proposed project is 5.62 MLD. Calculation of wastewater generation is shown below in Table-8.

Table-8: Calculation of Wastewater Generation

Details Water (MLD)

Water requirement for domestic purpose 1.89

Wastewater to be generated from domestic use (@ 80% of domestic water requirement)

1.51

Water requirement for Flushing Purpose 1.76

Wastewater to be generated from Flushing (@ 100% of flushing requirement)

1.76

Wastewater to be generated from Washing 3.10

Wastewater to be generated from Washing (@ 75% of washing water requirement)

2.32

Total Wastewater generated 5.62

Water balance diagram for Non-Monsoon is given in Figure-4 and for Monsoon is given in Figure-5.



Figure-4: Water Balance Diagram for Non-Monsoon Season

One time Requirement =

11.55

Total fresh water requirement = 5.31

Domestic Water requirement = 1.89

Fire fighting requirement (one time)

= 1.21

Wastewater generation (Domestic + washing area)

= 3.86

Flushing water requirement = 1.76

Flushing Wasteweter generation @ 100 % = 1.76

Total Wastewater generation 3.86 + 1.76 = 5.62

STP Capacity = 5.10 ETP Capacity =1.72

Recycled water @ 90% = 5

1.76

Landscaping = 0.10

HVAC Cooling = 0.04

0.10

One time Requirement

Treated Water



Cleaning / Washing of platform ,Apron and floors = 1.23

1.23 Water refill of train coaches = 3.41

Rake washing of coaches of trains in

washing lines = 1.87

1.87

0.04

Zero Water Discharge

All Figures in MLD



Figure-5: Water Balance Diagram for Monsoon Season

One time Requirement =

11.55

Total fresh water requirement = 5.31

Domestic Water requirement = 1.89

Fire fighting requirement (one time)

= 1.21

Wastewater generation (Domestic + washing area)

= 3.86

Flushing water requirement = 1.76

Flushing Wasteweter generation @ 100 % = 1.76

Total Wastewater generation 3.86 + 1.76 = 5.62

STP Capacity = 5.10 ETP Capacity =1.72

Recycled water @ 90% = 5

1.76

Landscaping = 00

HVAC Cooling = 0.04

00

One time Requirement



Cleaning / Washing of platform ,Apron and floors = 1.23

1.23 Water refill of train coaches = 3.41

Rake washing of coaches of trains in

washing lines = 1.87

1.87

0.04

Discharge to sewer = 0.10

0.10

All Figures in MLD



Reuse of Treated Water:

Total waste water generated is 5.62 MLD, which will be treated in the STP of capacity 5.1 MLD and waste water generated from washing the platforms, aprons, coaches will be treated in the ETP capacity of 1.72 MLD. The treated water available is 5.0 MLD (@ of 90%) and it will be recycled and re-used for flushing, washing, cooling and landscaping. During the monsoon season, as there will be no requirement of water for landscaping, the excess treated water i.e. 0.1 MLD will be discharged to sewer. The details of recycled water uses are provided in Table-9 below.

Table-9 Recycled Water Uses

Treated Water

Flushing LandscapingHVAC Cooling

Cleaning / of platforms, aprons and

floors

Rake washing of coaches of

trains in washing lines

Discharge to sewer

Non-Monsoon Season

5.0 MLD

1.76 MLD

0.10 MLD 0.04 1.23 MLD 1.87 MLD 0

Monsoon Season

5.0 MLD

1.76 MLD

0 0.04 1.23 MLD 1.87 MLD 0.10 MLD

Wastewater Treatment Scheme

The waste water generated will be treated in the Sewage Treatment Plant capacity of 5.1 MLD, and ETP of the capacity of 1.72 MLD. 9. STORM WATER DRAINAGE

The existing storm water drainage network at the Anand Vihar railway station building collects the storm water and discharges to the existing nallah to the south east of the station building. The existing network which serves the station building only, comprises of a piped system of RCC hume pipes with intermediate chambers. A separate storm water drainage network apart from sewerage system is proposed in the development area for the collection and safe disposal of storm water during rainfall. The design criteria to be followed for design of Storm Water Drainage network would be broadly based on the recommendations as laid down in the CPHEEO Manual of Sewerage and Sewage Treatment, Ministry of Urban Development, Govt. of India and as per provisions laid down in the relevant I.S. and IRC codes.

10. RAINWATER HARVESTING

During the monsoon months, the storm water runoff could be stored and used for coach washing. The proposed rainwater harvesting system would need to be based on environmental and sustainable concepts.



The calculation of rainwater harvesting is shown below: Roof area = 32,000 m2 (approx.) Annual Rainfall = 800 mm Max. Hourly rainfall = 90 mm/hour = (23 mm/15 m) Runoff Coefficient = 0.8 Avg. rainwater collection per 15 minute during peak rainfall = = 32,000 x 0.8 x 0.023 = 589 m3/15 minutes Annual Harvesting = 32000x0.8x0.8 = 20,480 m3/annum The harvested rain water will be used for train washing, platform wash down and other uses that do not require potable quality water. The calculation for number of rainwater harvesting pits required is shown below: Size of each rainwater harvesting pit: Desilting Tank – 6 x 3 x 2 m effective depth - 36 m3 Recharge Pit – 3 x 2.5 x 2 m effective depth - 15 m3 Total Capacity of one set – 51 m3

The average rainwater collection per 15 minutes (the retention period): 589 m3

The number of pits required: 589/51 = 11.54 ~ 12 pits

We are proposing 5 RWH pits.

11. POWER REQUIREMENT

The total electrical load demand has been estimated to be 34 MVA. 26 MVA for the commercial area and 8 MVA for station. The possible sources of power are 66 kV grid substations at Karkarduma and 220 kV substations at Mandawali. 12. SOLID WASTE GENERATION AND MANAGEMENT

The project will adopt a systematic approach for solid waste collection and disposal. Solid waste generated from the project will be collected properly and will be managed as per Solid Waste Management Rule, 2016.



It is estimated that maximum solid waste generation would be about 24,725.7 kg/day, and 4 Tonne of sludge (wet basis). Following are the solid waste generation rate has been considered as given in Table-10.

Table-10: Proposed Solid Waste Generation Rate

S.No. Category of Solid Waste Waste

Generation Rate

Total Population

Waste Generated

1 Commercial Refuse 0.1-0.2

Kg/Cap/Day 1,64,838 24,725.7

Total 24,725.7 kg/day

* Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India. The E-waste generated will be managed as per the E-waste management Rules 2016. The detailed Solid Waste Generation Management Plan is provided in Figure-6 below:

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5. Cement 6. Reinforcement steel 7. Plywood & steel shuttering 8. Pipe scaffolding (cup lock system) 9. Bricks 10. Tiles 11. P.P.V.C. conduit 12. MCBs/DBs 13. PVC overhead water tanks 14. Wastewater lines 15. S.W. sewer line up to main sewer 16. PVC rain water down take 17. Stainless steel sink in kitchen

List of Machinery to be used during Construction is as follows:

1. Dumper : Shall be used for mud and material handling 2. Concrete mixer with hopper : for RCC work 3. JCB/Pock line : Shall be used for digging and earth work 4. Concrete Batching Plant : Will be used for concrete mixing 5. Road roller : For compacting the earth

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