Proposed Museum building complex at Bhairon Marg, behind ...environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/19072016N… · Table-1: Site Surroundings ... Guru Harkrishan

Proposed Museum building complex at Bhairon Marg, behind Purana Quila, New Delhi by National Museum Of Natural History

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CONCEPTUAL PLAN

1. INTRODUCTION

National Museum of Natural History (Ministry of Environment, Forests and Climate Change) is going to develop a Museum Building Complex on the total land area measuring 26,299 sq.m. The built up area is 46,025.78 sq.m. The land is allotted the Ministry of Environment, Forests and Climate Change, GOI by Ministry of Urban Development, GOI vide letter no. L-IIA-1(1377)/313 dated 18.12.2014. The copy of the letter is attached as Annexure-I. The development will be done is in accordance with Building byelaws of Delhi and will be developed as per the master plan of Delhi. The Project is designated under Category “B” and falls under Item 8(a) (Building & Construction) 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, and other NCR regions. It is surrounded by Kaka Nagar, Bapa nagar, Sanjay amar colony, Pandara Flats , Nizamudin.etc. residential areas within 2km 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

New Delhi Railway Station Approx. 4 km, NNW

2. Nearest Metro Station Indraprastha Metro station Approx.1.0 km, NNW

3. Nearest Airport Safdargunj Airport Approx. 4.78 km, SW

4. Nearest Residential Area

Kaka Nagar Bapa Nagar Sanjay Amar Colony Pandara Flats Nizamudin

Approx. 1 Km , SE Approx.81 Km, SE Approx. 1.41 Km , N Approx. 1.9 Km , SSE Approx. 1.9 km, S

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

Approx.6 km in SE Approx.13 km, S



6. Nearest Highway and Roads

Bhairon Marg Mahatma Gandhi Marg GT Road Mathura road AH-2

Adjacent to site, NW Approx. 0.35 Km ,E Approx.0.36 Km, E Approx. 0.55 Km , W Approx. 344.31 m, E

7. River / Drain Yamuna River MCD Drain

approx. 0.73 km, East Adjacent, North

8. Nearest School

Guru Harkrishan Public School, India Gate Mater Dei school, Tilak lane Indian Society of International Law Lady Irwin College

Approx. 1.09 Km, NW Approx. 1.04 km ,NW Approx. 1.26 km , NNW Approx. 2 Km , NNW

9. Nearest Hospital Sanjeevan hospital

Guru Nayak Eye Centre

Approx. 3.36 km, N

Approx. 3.26 Km, NNW

10. Places of worship

Sri Kilkari Baba Nath ji Pando Kaalin Mandir Chandi Sheetla Mnadir Shri baba Dudhiya Bhairo Nath ji Pandav Kallin Matka Pir masjid

Approx. 68 meter, W Adjacent to site , S Adjacent to site, SW Approx. 0.56 Km, NW

11. Forest *

Jahanpanah City Forest Hauz Khas Forest Central Ridge Reserve Forest Nothern ridge Forest Rajokri PF

Approx. 9.07 Km, S Approx. 7.08 km, SSW Approx. 6.55 km , NW Approx. 10.55 km, N Approx. 15.07 km , SW

12

Sanctuaries Okhla Bird Sanctuary Asola Wild life sanctuary

Approx. 8.78 Km , SSE Approx. 16.27 Km, S

13

Archeological Monuments

Old Fort India Gate Baroda House Supreme Court National Zoological Park National Science Centre National Handicrafts and Handlooms Museum

Approx. 0.23 Km, W Approx. 1.57 Km, WNW Approx. 1.65 Km, NNW Approx. 1.38 Km, NNW Approx. 905.53 m, S Approx. 225.49 m, N Approx. 426.25 m, NW

13 Parks Indraprastha park

Delhi Golf Club Approx. 2.03 km, SSE Approx. 1.65 Km , SSW



14 Power Station Gas turbine Power Station Approx. 1.25 Km, NNE

15 Industrial area Okhla Industrial area Approx. 9.07 Km ,South 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.



Figure-1: Google Map of 500m radius showing surroundings of the area

Source: Survey of India



Figure-2: Topographical map (Survey of India) of 10km radius showing surrounding area




Figure-3: Topographical map (Survey of India) of 15km radius showing Eco-sensitive area




3. PROJECT LOCATION AND DESCRIPTION

National Museum of Natural History is going to develop a Museum Building Complex on the 26,299 sq.m. The built up area is 46,025.78 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 construction of Museum building. The building will have Open and basement parking and 7003.91 m2 is to be developed as landscaped. The area details are given in Table-3.

Table-3: Detailed Area Statement

S. No. Particulars Area in Sq.m. 1 Total Plot Area 26,299.00 2 Permissible Ground Coverage @ 35% of plot area 9,204.65

3 Permissible Additional Ground Coverage for Atrium @ 10%

2629.90

4 Achieved Ground Coverage @ 34.99% of plot area 9,202.7 5 Permissible FAR @ 1.2 of plot area 31,558.80 6 Proposed FAR@ 1.1998 of Plot area 31,553.90 7 Total Basement Area 14,471.88

Latitude Longitude Centre of the Plot 28°36'39.57"N 77°14'48.46"E Corner-I 28°36'39.69"N 77°14'43.89"E Corner-II 28°36'40.14"N 77°14'44.39"E Corner-III 28°36'40.38"N 77°14'44.67"E Corner-IV 28°36'41.77"N 77°14'47.90"E Corner-V 28°36'41.77"N 77°14'47.90"E Corner-VI 28°36'42.46"N 77°14'48.59"E Corner-VII 28°36'41.93"N 77°14'51.45"E Corner-VIII 28°36'39.43"N 77°14'52.69"E Corner-IX 28°36'39.27"N 77°14'53.04"E Corner-X 28°36'36.14"N 77°14'45.86"E Corner-XI 28°36'40.02"N 77°14'41.21"E Corner-XII 28°36'40.37"N 77°14'41.71"E Corner-XIII 28°36'40.14"N 77°14'44.39"E



8 Built Up Area (FAR + Basement) 46,025.78 9 Open Area (Plot Area – Achieved Ground Coverage) 17,096.30 10 Minimum Landscape area required @ 25% of open area 4,274.075

11 Landscape Area Proposed@ 37.35 % of open area 7,003.91

12 Height of the tallest tower 21 m

13 Paved Area 10,092.39

The Site Layout Plan is attached as Annexure-II.

4. DETAIL OF BUILDING BLOCK

Details of Building Blocks are given in Table 4.

Table 4: Details of Building Blocks

S. No. Type of building Story 1 Museum Building B+G+4

The building plans are attached as Annexure-III. The building plan approval has been exempted by Central Public Works Department vide letter no. 7/10/2014-W-II/DG/Vol.II/501 dated 18.05.2016. The copy of letter is attached as Annexure-IV. The section and elevation plans are attached as Annexure-V. 5. POPULATION DETAIL

Total population of the proposed project will be 6,970. Breakup of the population is given in Table-5.

Table-5: Calculation of Population

Description Population Auditorium population 200 Imax Theatre @ 1 person per 1.5 sqm 598 Convention centre @1 person per 1.5 sqm 466 Dormitories population @1 person per 7.5 sqm gross floor area ratio 26 Guest room (no. of rooms is 4) 8 Population of rental offices and other offices @ 1 person per 10 sqm (fourh floor) 282 Staff population @ 1 person per 3 sqm 1824 visitors population area @ 1 person per 3 sqm 3566 Total 6970

*Source- National Building Code, 2005



6. ROAD & PARKING DETAILS Internal Road – Project has 6 meters wide roads inside the premises.

External Road – Bharion Marg is just adjacent to project site towards North. Setbacks – 12 meters wide setbacks have been provided in all around four direction of project site.

Entry/exits provided in the project Premises –1 main entry and 1 main exit has been provided in the East direction of project site.

Parking Details - The total parking required is 631 ECS, & proposed parking are 635 ECS is provided in the basement and on surface. The details of the Parking requirement are provided in the Table-6.

Table-6: Calculation of Parking Requirement

Description As Per Delhi Building Byelaws Parking (E.C.S.)

Parking Required

For Museum: 2 ECS/100 sq.m of FAR FAR of the Museum (31,553.5402 m2 )

631

Total ECS required 631

Parking Proposed

In Basement Area @ 1ECS/16m2

Basement Area (9632 m2) 602

In Open Area @ 1ECS/23 m2 Open Area (759 sq.m) 33

Total ECS provided 635

Basement parking plan is attached as Annexure-VI. 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. Calculation of green area for proposed project is given in Table-7. Table-8 indicates various planned species to be used in greenbelt development.

Table-7: Calculation of Green Area

Total Plot area 26,299 m2

Required Landscape are required@ 25% of open area 4274.075 m2

Landscape are proposed@ 37.35% of plot area 7003.91 m2



Table-8: List of Species for Greenbelt Development along with Nos. S.No Binomial Name Family Common Name

Hindi Name

Sensitive/ Tolerant

Height (M) Flowering Season

Crown Shape

Crown Surface Area M2

Leaf Area CM2

Stomatal Index

1 Acacia dealbata Link Mimoseae Silver Wattle Tolerant 15m April-June Oblong

2 Acacia nilotica (Linn) Willd.

Mimoseae

Indian Gum-Arabic-tree Babul Tolerant 8m Aug-JAN. Spreading 8294 136 11

3 Albizia moluccana Mig

Mimoseae White popinae

Subabul, Vilaitibaral

Tolerant 15m July - Oct. Oblong

4 Alstonia scholaris (linn.)R. Br.

Apocynaceae Chattiyan

Tolerant 15m Dec - Mar. Round 241681 52 15

5 Anona swuamosa Linn.

Anonaceae Custard apple Seetaphal

Tolerant

10m

March -July extended up to sept. Round 2178 54 26

6 Anona reticulata Linn.

Anonaceae Bullock's Heart

Luvuni, nona

Tolerant 10m June. Round 2017 51 17

7 Azadirachta indica A. juss.

Meliaceae Indian Lilac Nim

Tolerant 20m

Jan - March, Aug. - Sept. Spreading 300445 84 29

8 Balanites roxburghiji planch

Balanitaceae Desert-date Hingan

Tolerant 9m April-June Spreading

9 Barringtonia acutangula (l)Gaertn

Barringtoniaceae Indian Oak Hijal

Tolerant 9-12m

March-May, Sept- Oct. Spreading

10 Cassia pumila Lamk Caesalpinaceae Yellow Cassia

Tolerant 10-12m Round 13274 118 20

11 Cassia siamea Lamk Caesalpinaceae Iron wood tree

Minjri (Beng.)

Tolerant 10-12m Aug - May Oblong 3927 138 21

12 Casuarina equisetifolia Linn.

Caesalpinaceae

Australian or Whistling pine Jangli saru

Tolerant 10m

Feb. -April, Sept- OCT Oblong

13 Citrus aurantium Linn Rutaceae Limbu

Tolerant 5m Sept - Nov

Round/ Oblong 495 20 36

14 Clerodendrum inerme (Linn) Gaertn

verbenaceae Vanjai

Tolerant 5m Nov - Jan Round 723 42 18

15 Derris indica (Lam.)Bennett. Fabaceae

Pongam-Oil Tree, Karanj Karanja

Tolerant 10m April - June Round 6278 80 25

16 Duranta repens L verbenaceae

Tolerant 3m

Throughout the year Spreading 60 63 22



S.No Binomial Name Family Common Name

Hindi Name

Sensitive/ Tolerant


Crown Shape


Leaf Area CM2

Stomatal Index

17 Eucalyptus hybrid Myrtaceae Mysore gum

Tolerant 20m

Feb. -April, Oct.- Dec. Conical 50047 50 13

18 Ficus benghalensis Linn

Moraceae Banyan Tree Bargad

Tolerant 20m April - June Spreading 236494 119 22

19 Ficus benjamina Linn Moraceae Pakur

Tolerant 12m Sept - Nov Spreading 87326 29 19

20 Ficus elastica Roxb Moraceae

Indian Rubber Tree

Tolerant 12m

Spreading/ Round 6028 94 19

21 Ficus gibbosa Blume Moraceae

Korotosani(Orisa)

Tolerant 10m April - May Spreading 223,45.4 40 20

22 Ficus religiosa Linn Moraceae Peepal Tree Pipal

Tolerant 20m Jan.- May.

Round/ Oblong 1,44,868.7 114 19

23 Ficus virens Ait Moraceae Pilkhan

Tolerant 10m Jan.- May. Oblong 1,97,838.2 43 16

24 Gardenia tasminoides Eills

Rubiaceae

Tolerant

5m

April - Aug Extended up to Sept. Oblong 266 58 19

25 Grevillea robusta A. Cunn.

Proteaceae

Silvery or Silky oak

Tolerant 20m Feb - April Oblong

26 Guazma ulmifolia Lamk

Sterculiaceae Rudraki

Tolerant 10m Mar - August.

Round/ Spreading 30280 85 13

27 Heterophragma roxburghiji DC

Bignoniaceae

Tolerant 18m Feb. - April.


28 Hibiscuc rosa-sinensis Linn

Malvaceae Jasud Jasum

Tolerant 3m

Throughout the year

Round /Oblong 61 45 23

29 Lxora coccinea L Rubiaceae Rangan

Tolerant 6m

Throughout the year Oblong 183 70 23

30 Lxora Rosea Rubiaceae

Tolerant

6m

More or Less throughout the year Oblong 296 62 20

31 Kigelia africana Lamk

Bingnoniaceae Sausage tree

Tolerant 10m Mar.- June


32 Lagerstroemia speciosa (Linn)

Lythraceae

Queen crape Myrte Jarool

Tolerant 10m April - June. Oblong 72569 88 14




Hindi Name

Sensitive/ Tolerant


Crown Shape


Leaf Area CM2

Stomatal Index

33 Managifera indica Linn

Anacardiaceae The mango tree Am Sensitive 15m

South India -Jan -Mar

Round / Oblong 69005 85 31

34 Milletia pequensis Ali Fabaceae Tolerant 10m Aug. - Oct. Round / Oblong 42312 167 12

35 Millingtonia hortensis L.F

Bignoniaceae

Indian cork- tree, Buch Sensitive 10m Oct.- Dec.

Oblong / Round 22439 139 18

36 Mimusops hexandra Roxb.

Sapotaceae Khirni Tolerant 10m Sept - Nov


37 Morus alba Linn. Moraceae Tuti Tut Sensitive 8m Feb.- June Oblong 1048 285 17

38

Peltophorum pterocarpum (DC)Backer

Caesalpinaceae Copper pod tree.

Tolerant

May - Sept. Oblong / Round 231045 371 17

39 Pithecellobium ducle (Roxb.) Benth

Mimosaceae

Manila tamarind,Madras thorn Vilayatimili

Tolerant

8m Jan. - Feb. Oblong 2565 183 12

40 Prosopis chilensis (Molina)Stuntz

Mimosaceae Mesquite

Vilayati kikkar

Tolerant 10m Dec. - April. Spreading 7951 51 19

41 Prosopis cineraria Linn.

Mimosaceae Khejri

Tolerant 12m Dec. - April. Spreading 13431 54 18

42 Psidium Guayava Linn.

Myrtaceae Guava tree Amrud

Tolerant 5m Oblong 9243 54 28

43 Samanea saman Jacq Mimosaceae Rain Tree

Tolerant 20m Mar. - June.

Spreading /Round 99306 283 16

44 Sapindus emarginatus Vihl

Sapindaceae Soapnut

Tolerant 10m Oct. - Dec.


45 Saraca asoka Roxb.De Wilde

Caesalpinaceae Ashok

Tolerant 5m Dec. - May Spreading 2295 69 18

46 Sesbania grandiflora Pers Fabaceae

Swamp- pea,Agathi

Ogosti(Oriya)

Tolerant 10m Sept. - Dec. Oblong 4695 130 20

47 Sesbania sesban (Linn)Merrill Fabaceae Common Sesban Jainti

Tolerant 6m Aug. - Dec. Oblong 4564 118 19

48 Spathaodea campanulata Beauv

Bingnoniaceae

Indian Tulip Tree

Tolerant 12m Nov. - Jan.

Oblong/ Round 73250 89 25




Hindi Name

Sensitive/ Tolerant


Crown Shape


Leaf Area CM2

Stomatal Index

49 Spondias pinnata (L.f)

Anacardiaceae

Tolerant Tolerant 10m Feb - April Round 25587 131 23

50 Syzygium cumini Linn Myrtaceae Black plum Jaman Tolerant 20m Mar. - May.

Oblong/ Spreading 112143 78 21

51 Tamarindus indica Linn

Caesalpinaceae

The Tamarind Tree Imli Tolerant 20m April - Oct. Spreading 276840 129 18

52

Thespesia populeneoides(Roxb) Kostel

Malvaceae Umbrella Tree Paraspipal Tolerant 10m Through the year Round 34635 184 30

53 Thuja occidentalis Linn.

Cupressaceae

American Arborvitae, White cedar Tolerant 15m Conical

54 Terma orientalis Blume

Ulmaceae CharcoalTree,

Gio Indian nettle tree Tolerant 6m

Throughout the year


55 Zizyphus mauritiana Var. Fruticosa

Rhamnaceae Indian Jujube Ber Tolerant 10m April -Oct. Round 2638 24 12

Source: Guidelines for development of greenbelt CPCB-2007

Landscape Area is shown in Site Plan attached as Annexure-II.



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. 8.2 Water requirement during operation phase

Water requirement during the operational phase will be met through Delhi Jal Board. The total water requirement for the proposed project has been estimated to be 370 KLD. This includes fresh water requirement, flushing, landscaping, DG cooling. The total fresh water requirement is 138 KLD. The water requirement for Flushing, DG cooling and landscaping will be met through treated water from STP. Details of break-up of water requirement are given in Table-9.

Table 9: Details of Water Requirement

S. No. Description

Area in Sq.m. /

Population

Unit water

consumption

(litres)

Total water

required (kld)

water requiremen

t for domestic use (kld)

Flushing water (kld)

Total Wastewat

er (kld)

1

Visitors population +Auditorium population +

Imax Theatre + Convention Centre Population

4830 15 72.45 43.470 28.980 63.756

2

Staff population + Dormitories population +

Guest room 1858 45 83.61 55.740 27.870 72.462

3 Population of rental offices

and other offices 282 45 12.69 8.460 4.230 10.998

4

Kitchen & Pantry. Restaurant Kitchen, Food

Court ….. 30 30.000 ….. 18.000

5 Horticulture 7003.91

Sqm 5 litr per

sqm 35.02 …. ….. ….

6 DG Sets 3030.00

1 ltr/KVA/h

r 18.18 ….. ….. ….

7 HVAC 412.00 11.5 lt./ton/hr. 113.71 ….. ….. ….

8 Fire fighting

1% of total water requireme

nt 3.66 …. …. …. TOTAL 369.32 137.670 61.080 165.216 Say 370 Say 138 Say 61 Say 165



8.3 Wastewater Generation

The total estimated quantity of wastewater to be generated from proposed project is 165 KLD. Calculation of wastewater generation is shown below in Table-10.

Table-10: Calculation of Wastewater Generation

Details Water (KLD)

Water requirement for domestic purpose 108

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

86

Water Requirement for kitchen purpose 30

Wastewater to be generated from kitchen use (@60%) 18

Water requirement for Flushing Purpose 61

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

61

Total Wastewater generated 86+18+61 = 165 KLD

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 water Requirtment=

370

Fresh water Requirtment=

138

Flushing water Requirtment= 61

Domestic Water requirement = 108

Domestic Wasteweter generation @ 80 % = 86

Flushing Wasteweter generation @ 100 % = 61

Total Wastewater generation = 86+18+61= 165

STP capacity 20% more than total wastewater generation =

200 but we provided approx 320

KLD STP at site for safer side

Landscaping = 35

DG sets cooling = 18

HVAC = 114

Firefighting Requirtment (one

time) = 4

Kitchen Water requirement = 30

Kitchen Wasteweter generation @ 60 % = 18

Recycled water @80% = 132

61

18

35

18

96

Total water Requirtment

Treated Water

Wastewater Generation

Fresh Water Requirement

Recirculated condensate Water

All Figures in KLD



Figure-5: Water Balance Diagram for Monsoon Season

One time water Requirtment=

370

Fresh water Requirtment=

138

Flushing water Requirtment= 61

Domestic Water requirement = 108

Domestic Wasteweter generation @ 80 % = 86

Flushing Wasteweter generation @ 100 % = 61

Total Wastewater generation = 86+18+61= 165

STP capacity 20% more than total wastewater generation =

200 but we provided approx 320

KLD STP at site for safer side

Landscaping = 15

DG sets cooling = 18

HVAC = 114

Firefighting Requirtment (one

time) = 4

Kitchen Water requirement = 30

Kitchen Wasteweter generation @ 60 % = 18

Recycled water @80% = 132

61

18

15

18

96

Total water Requirtment

Treated Water

Wastewater Generation

Fresh Water Requirement

Recirculated condensate Water

All Figures in KLD

Discharge to sewer = 20



Reuse of Treated Water:

Total waste water generated is 165 KLD, which will be treated in the STP of capacity higher than the waste water generated i.e. 320 KLD. The treated water available is 132 KLD (@ of 80%) and it will be recycled and re-used for flushing, DG Cooling and landscaping. During the non-monsoon season, treated water will be used in Flushing, DG Cooling & landscaping. The details of recycled water uses are provided in Table-11 below.

Table-11 Recycled Water Uses

Treated Water Flushing Landscaping DG

Cooling HVAC Discharge to

sewer Non-Monsoon Season 132 KLD 61 KLD 35 KLD 20 KLD 18 KLD 0

Monsoon Season 132 KLD 61 KLD 15 KLD 20 KLD 18 KLD 20 KLD

Wastewater Treatment Scheme

The waste water generated will be treated in the Sewage Treatment Plant, and the capacity of Sewage Treatment Plant (STP) will be higher of waste water generated i.e. 320 KLD. The proposed STP is based on Fluidized Bed Reactor (FBR). 9. STORM WATER DRAINAGE The storm water disposal system for the premises shall be self-sufficient to avoid any collection/ stagnation and flooding of water. Maximum harvesting will be done within the site. Therefore, it has been decided to provide sufficient rain water harvesting at selected locations, which are liable to catch the maximum run-off from the area. Following are some measures for Storm water disposal:

1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes.

2) Proposed storm water system consists of pipe drain and catch basins at regular intervals for rain water harvesting.

3) The annual rainfall intensity of 11 mm/hr shall be considered for designing the storm water drainage system.

4) The entire site is provided with extensive planned underground drainage system with gravity connections to the RWH structures. The arrangement provides appropriate protection to the site against flooding.



10. RAINWATER HARVESTING

Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater will be stored for direct use. Rain Water Harvesting is the technique through which rain water is captured from the roof and paved surfaces and stored in sub-surface reservoir. Advantages:

To meet the ever increasing demand for water. To avoid flooding of roads. To reduce ground water pollution. To reduce the soil erosion. To supplement domestic water requirement during summer, drought etc.

Rainwater Harvesting Calculation for the proposed project is given in Table-12 and Table-13.

Table-12: Runoff Calculation of the Area

Table-13: Numbers of Pits Calculation

As per the calculation provided above, the nos. of RWH structure is required 1.19 and we are proposing 5 nos. of RWH structures.

S. No. Type of Surface

Catchment Area (m2)

Runoff Coefficient

Intensity of Rainfall (mm/hr)

Intensity of Rainfall (m/hr)

Runoff (m3 /hr)

Runoff (In 15

minutes) 1. Roof Area 9202.7 0.8 11 0.011 80.98 20.24

2. Green Area 7003.91 0.2 11 0.011 15.41 3.85

3. Paved Area 10092.39 0.7 11 0.011 83.26 20.82

Total Runoff (m3 /hr) 179.65 44.91

S. No. Diameter of the structure (m)

Depth of the structure (m)

Volume of the Pit(m3)

Runoff in 15 minutes

(m3)

No. of structures required

No. of structures proposed

1. 4 3 37.68 44.91 1.19 5



11. POWER REQUIREMENT

The total electrical load demand has been estimated to be 2430 KW. The source of power will be supplied by BSES Rajdhani Power Limited. In case of power failure, 3 DG sets of total capacity of 3030 kVA (3 x 1010) will be provided as power back-up for the essential load. The DG sets will be of water cooled.

The DG sets will be provided with acoustic enclosure. Adequate stack heights of D.G. Sets will be provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to facilitate natural dispersion of exhaust gases. 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 MSW Rules, 2000. The domestic solid waste will be generated by the occupants of the Residential Apartments, Visitors, Community Population, pertains to the two categories, Bio-degradable and Non-biodegradable. These solid wastes will be collected separately by putting three types of separate bins at the source of generation. For the biodegradable waste green bins will be provided, for the recyclable waste blue bins and for the non-recyclable waste dark grey bins will be provided. Biodegradable waste will be subjected to composting by Organic waste converter and compost will be used as manure. It is estimated that maximum solid waste generation would be about 1687.5 kg / day, and 120.28 kg of sludge (wet basis). Following are the solid waste generation rate has been considered as given in Table-14.

Table-14: Proposed Solid Waste Generation Rate

S.No.

Category of Solid Waste Waste Generation Rate

Formula

Total Populatio

n

Waste Genera

ted

1 Visitors population +Auditorium

population + Imax Theatre + Convention centre Population

0.1 to 0.2 kg/cap/day Total

Population*0.15

4830 724.5

2 Staff population + Dormitories

population + Guest room + Population of rental offices and other offices

0.3 to 0.6 kg/cap/day Total

Population*0.45

2140 963

Total 1687.5 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 and handling rules 2016. The detailed Solid Waste Generation Management Plan is provided in Figure-7 below:

Figure-7: Solid Waste Management Plan

13. FIRE FIGHTING SYSTEM

The Fire Fighting will be designed as per the recommendations of the National Building Code of India : Part 4 Fire and Life safety: 1997 The building has been classified under Group-A : Residential Building, Sub Division Apartment Housing (A-4) in the National Building Code 2005.The firefighting system has been designed considering the following codes, manual and guidelines;

• National Building Code of India (NBC); • As per requirement of fire officer/local fire approving authorities; and

Waste

Organic Waste:

- Waste from cafeteria. - Waste from green belt and landscape Municipal Solid Wastes (Management and Handling) Rules, 2016

Inorganic waste:

- Plastic waste - Metal waste. - W aste from street sweeping - Municipal Solid Wastes (Management and Handling) Rules, 2000

The Hazardous Wastes ( Management, H andling and Transboundary Movement) Rules , 2008

E - waste:

- Information technology and telecommunication equipments - Consumer electrical and electronics

Disposed by Organic waste Converter to

produce manure.

Will be disposed off through private waste collecting vendors after temporary storage at site. Temporary storage to be enabled through a 2 m x 2 m x 1m blue colored bin.

Infrastructure required: 1) Trolleys – 5 2) Blue Bins – 2

Will be disposed through Recylcer authorized by Central Pollution Control Board. On each disposal , Form 13 will be maintained and returns will be filled to the Pollution Control Board

Infrastructure required: 1) 2 x 200 liter barrel

with proper marking 2) Secondary

containment in basement

Will be disposed through recyclers authorized by Central Pollution control Board. Records will be maintained for the e - waste generated through Form 2 as per the E - Waste (Management and Handling Rules) 2011.

Electronic waste: - CFL Lamps - Fluorescent tubes

As per CPCB Guideline for Environmentally Sound Mercury Management in Fluroscent Lamp Sector

Will be disposed through recyclers authorized by Central Pollution control Board. Records will be maintained for the e - waste generated through Form 2 as per the E - Waste (Management and Handling Rules) 2011.



• As per Indian Standard Code for Fire Protection (IS Codes)

14. DETAIL OF CONSTRUCTION MATERIAL

List of building materials being used at site:

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 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

Documents

Proposed Museum building complex at Bhairon Marg, behind ...environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/19072016N… · Table-1: Site Surroundings ... Guru Harkrishan