47
CONCEPTUAL PLAN 1. INTRODUCTION Madhya Pradesh state Govt. has proposed the Redevelopment & Redensification of existing old Govt. Quarters located at Shajahnabad (Ram Nagar-Pari Bazar-Bara Mahal) in old Bhopal. Housing & Environment Department has appointed Bhopal Development Authority as executing Agency for this scheme. The total plot area of the proposed site is 51700.00 sq mts. The total Built up area is 40,165.00sq.mt. Details are as below: Name of site - Scheme Area Total Built-up Area (In sq.mt.) (FAR +Non FAR) (In sq.mt.) Ram Nagar 24310.00 23812.32 Asra-Old Age Home 10,000.00 3007.00 HT Quarters 10000.00 8937.40 Peripheral Road 902.00 - PWD Stores 5200.00 1789.60 PWD Quarters 2190.00 1342.00 Total 51700.00 38888.32 Say : 38888.00 Sqmt The development/construction to be done is in accordance with the layout approved by Town Country Planning, building plan approved by Nagar Nigam and as per Central/State PWD Specifications and conforming to relevant codes of BSI/ISI with latest amendment. The Project is designated under Category “B” and falls under Item 8(a) (Building & Construction Project) of the Environment Impact Assessment (EIA) Notification of September 14, 2006 and its amendments 2. SITE SURROUNDING & CONNECTIVITY Project site is surrounded by settlements such as Idgah Hills, Shahjahnabad, Ram Nagar, Teela Jamalpura, Judge Colony, Kohefiza, NRI Colony, Sindhi Colony, Peer Gate Area, Medical College Campus, Hanuman Ganj, Talaiya. Within 5km of the area of project site. Site surroundings and connectivity detail of the project are given in Table-1

(I n sq.mt.) (FAR +Non FAR) (In sq.mt.) Ram Nagar 24310.00 ...environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/14062017... · Ram Nagar-Pari Bazar-Bara Mahal, scheme at Shahjahanabad,

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CONCEPTUAL PLAN

1. INTRODUCTION

Madhya Pradesh state Govt. has proposed the Redevelopment & Redensification of existing old

Govt. Quarters located at Shajahnabad (Ram Nagar-Pari Bazar-Bara Mahal) in old Bhopal.

Housing & Environment Department has appointed Bhopal Development Authority as executing

Agency for this scheme.

The total plot area of the proposed site is 51700.00 sq mts. The total Built up area is

40,165.00sq.mt. Details are as below:

Name of site - Scheme Area – Total Built-up Area(In sq.mt.) (FAR +Non FAR)

(In sq.mt.)

Ram Nagar 24310.00 23812.32

Asra-Old Age Home 10,000.00 3007.00

HT Quarters 10000.00 8937.40

Peripheral Road 902.00 -

PWD Stores 5200.00 1789.60

PWD Quarters 2190.00 1342.00

Total 51700.00 38888.32

Say : 38888.00 Sqmt

The development/construction to be done is in accordance with the layout approved by Town

Country Planning, building plan approved by Nagar Nigam and as per Central/State PWD

Specifications and conforming to relevant codes of BSI/ISI with latest amendment.

The Project is designated under Category “B” and falls under Item 8(a) (Building & ConstructionProject) of the Environment Impact Assessment (EIA) Notification of September 14, 2006 and

its amendments

2. SITE SURROUNDING & CONNECTIVITY

Project site is surrounded by settlements such as Idgah Hills, Shahjahnabad, Ram Nagar, Teela

Jamalpura, Judge Colony, Kohefiza, NRI Colony, Sindhi Colony, Peer Gate Area, Medical

College Campus, Hanuman Ganj, Talaiya. Within 5km of the area of project site. Site

surroundings and connectivity detail of the project are given in Table-1

Table-1 Site surroundings and connectivity Details

S.No. Description Distance and Direction1. Nearest Railway Station Bhopal Railway Station

2 Nearest Airport Raja Bhoj Airport

3 Nearest Village/Settlement Idgah HillsKohe-fizaMilitary AreaArif NagarBairagarhChowk BazarNew MarketPeergate

0.90 km towards west1.36 km towards south-west0.30 km towards north1.78 km towards north-east4.93 km towards west2.14 km towards east-south4.26 km towards south1.65 km towards south

4 Nearest Highway /Roads Berasia RoadAirport RoadSultania RoadVIP RoadNadra Bus standHalalpura Bus stand

1.32 km towards east1.98 km towards west1.83 km towards east2.12 km towards west-south1.83 km towards east2.12 km towards west-south

5 Water Bodies/Lakes Lendia TalabMotia TalabBada Talab (UpperLake)Chotta Talab(LowerLake)

100 mtr towards east900 mtr towards south1.62 km towards south-west

2.68 km towards south-east

6 Nearest School & College Cambridege SchoolSaifia CollageGandhi Medical CollegeSt.Joseph Girls ConventSchoolMaulana Azad HigherSecondary School

1.15 km towards south0.6 km towards north1.49 km towards south0.78 km towards south-west

1.1 km towards west-south

7 Nearest Hospital Hamidia HospitalSultania ZananaHospital

1.55 km towards south

3.0 km towards east south

8 National Park Van Vihar 3.8 km towards south-west

9 Place of Worship Tazul MasjidSt.Joseph ChurchGuffa Mandir

1.23 km towards south0.78 km towards west1.36 km towards west

Source: Google EarthA Google Map of 500m buffer map showing the surrounding area of proposed project is shownin Figure- 1.Google Map: 500m buffer project location

Google Image: 5.0 km radius of project location

A Google Map showing the surrounding area within 5.0 km radius is shown in Figure- 2.

A Google Map showing the surrounding area within 10.0 km radius is shown in Figure- 3.

Google Image: 10 km radius of project location

3. PROJECT LOCATION AND DISCRIPTION

The State Govt. of M.P. has proposed Redevelopment and Redensification of Govt.Housing

under. Ram Nagar-Pari Bazar-Bara Mahal, scheme at Shahjahanabad, Bhopal. It is proposed to

construct Govt. Quarters and an old Age home at four locations Ram Nagar, PWD Store, PWD

Quartrs, HT Quarters, which are not contiguse but taken in Redensification scheme and are

located at shahjahanabad.

It is surrounded by settlement of old Bhopal such as Shahjahanabad, Idgah Hills, Kohe-fiza,,Military Area, Arif Nagar, Peergate, Chowk Bazar Tila Jamalpura, Ram Nagar within 5.0 km. ofthe area of proposed site.

The coordinates of the project boundary of the project site is given below in the Table-2:

Coordinates of Ram Nagar

Point Latitude LongitudeA 23o 16’ 29.94”N 77o 23’ 20.41”EB 23o 16’ 29.94”N 77o 23’ 22.85”EC 23o 16’ 25.39”N 77o 23’ 23.34”ED 23o 16’ 23.61”N 77o 23’ 23.17”EE 23o 16’ 19.29”N 77o 23’ 21.08”EF 23o 16’ 19.23”N 77o 23’ 17.96”EG 23o 16’ 21.55”N 77o 23’ 18.63”EH 23o 16’ 25.33”N 77o 23’ 20.26”EI 23o 16’ 28.66”N 77o 23’ 18.06”E

Coordinates of HT Quarters

Point Latitude LongitudeA 23o 16’ 23.10”N 77o 23’ 28.08”EB 23o 16’ 23.07”N 77o 23’ 32.80”EC 23o 16’ 19.65”N 77o 23’ 33.06”ED 23o 16’ 19.65”N 77o 23’ 31.50”EE 23o 16’ 21.18”N 77o 23’ 31.48”EF 23o 16’ 21.19”N 77o 23’ 28.12”E

Coordinates of PWD Store

Point Latitude LongitudeA 23o 15’ 52.55”N 77o 23’ 15.03”EB 23o 15’ 52.64”N 77o 23’ 15.29”EC 23o 15’ 53.12”N 77o 23’ 15.44”ED 23o 15’ 53.83”N 77o 23’ 15.88”EE 23o 15’ 53.61”N 77o 23’ 16.76”E

F 23o 15’ 53.60”N 77o 23’ 17.66”EG 23o 15’ 54.50”N 77o 23’ 17.78”EH 23o 15’ 54.48”N 77o 23’ 18.09”EI 23o 15’ 53.13”N 77o 23’ 17.88”EJ 23o 15’ 52.85”N 77o 23’ 17.48”EK 23o 15’ 52.91”N 77o 23’ 16.78”EL 23o 15’ 52.59”N 77o 23’ 16.41”EM 23o 15’ 51.38”N 77o 23’ 16.40”EN 23o 15’ 51.33”N 77o 23’ 16.96”EO 23o 15’ 51.04”N 77o 23’ 16.63”EP 23o 15’ 50.74”N 77o 23’ 16.49”EQ 23o 15’ 50.22”N 77o 23’ 16.40”ER 23o 15’ 50.49”N 77o 23’ 15.16”ES 23o 15’ 51.15”N 77o 23’ 15.24”ET 23o 15’ 51.27”N 77o 23’ 14.73”E

Coordinates of PWD Quarters

Point Latitude LongitudeA 23o 15’ 58.40”N 77o 23’ 16.30”EB 23o 15’ 58.19”N 77o 23’ 18.31”EC 23o 15’ 57.95”N 77o 23’ 18.32”ED 23o 15’ 57.94”N 77o 23’ 18.52”EE 23o 15’ 57.23”N 77o 23’ 18.43”EF 23o 15’ 57.24”N 77o 23’ 18.24”EG 23o 15’ 57.13”N 77o 23’ 18.22”EH 23o 15’ 57.13”N 77o 23’ 17.74”EI 23o 15’ 57.17”N 77o 23’ 17.35”EJ 23o 15’ 57.45”N 77o 23’ 16.18”E

Table-3: Area details of the proposed project

Ram Nagar (Govt. Quarter)

S. No. DescriptionArea in Sq.mt.

1 PLOT AREA (Area of Site) 23408.00

2Permissible Ground Coverage @ 30% of total plotarea 7022.4

3 Proposed Ground Coverage @ 25.43 % Of plot area 5953.084 Permissible FAR @ 1.25% of Plot area 29260.00

5Proposed FAR @ 1.01% of Plot area 23812.32

6 Built up area 23812.328 Total Open area 2924.46

9 Proposed Green area 12.49 % of plot area 2924.4610 Maximum Height of Building 13.8 met.

Ram nagar (Old Age Home)

S. No. DescriptionArea in Sq.mt.

1 PLOT AREA (Area of Site) 10000.00

2Permissible Ground Coverage @ 30% of total plotarea 3000.00

3 Proposed Ground Coverage @ 30.07% Of plot area 3007.004 Permissible FAR @ 1.25 of Plot area 12500

5Proposed FAR @ 0.3% of Plot area 3007

7 Built up area 30078 Total Open area 1068.729 Proposed Green area 10.68 % of site area 1068.72

10 Maximum Height of Building 3.40 to 4.50 mtr

HT Quarters

S. No. DescriptionArea in Sq.mt.

1 PLOT AREA (Area of Site) 10000.00

2Permissible Ground Coverage @ 30% of total plotarea 3000.00

3 Proposed Ground Coverage @ 22.34% Of plot area 2234.364 Permissible FAR @ 1.25% of Plot area 12500.00

5Proposed FAR @ 0.89 % of Plot area 8937.44

7 Built up area 8937.448 Total Open area 1346.419 Proposed Green area 13.46% of site area 1346.41

10 Maximum Height of Building 13.8 met.

PWD Store

S. No. DescriptionArea in Sq.mt.

1 PLOT AREA (Area of Site) 5200.00

2Permissible Ground Coverage @ 30% of total plotarea 1560

3 Proposed Ground Coverage @ 16.46% Of plot area 856.004 Permissible FAR @ 1.25% of Plot area

5Proposed FAR @ 0.34 % of Plot area 1789.60

7 Built up area 1789.608 Total Open area 1184.689 Proposed Green area 22.78 % of site area 1184.68

10 Maximum Height of Building 7.2 met.

PWD Quarters

S. No. DescriptionArea in Sq.mt.

1 PLOT AREA (Area of Site) 2190.00

2Permissible Ground Coverage @ 30% of total plotarea 657.00

3 Proposed Ground Coverage @ 29.38% Of plot area 643.504 Permissible FAR @ 1.25% of Plot area 2737.5

5Proposed FAR @ 0.61% of Plot area 1342.00

7 Built up area 1342.008 Total Open area 402.789 Proposed Green area 18.39% of site area 402.78

10 Maximum Height of Building 7.2 met

Total Area Details

S. No. Description

SchemeArea inSq.mt.

Built up area inSqmt

1Ram Nagar (Govt. Quarter)

23408.0023812.32

2Ram Nagar (Old Age Home) 10000.00 3007.00

3HT Quarters 10000.00 8937.44

4 Peripheral Road 1000.00

PWD Store 5200.00 1789.6

5PWD Quarters 2190.00 1342.00

6 Total51798 38888.36

4. POPULATION DETAIL

Total population of the project will be 2764 which include the population of residential blocks of

Ram Nagar, old age home, HT Quarter, PWD Store, PWD Quarters and visitors . Break up of

population is given in Table 4.

Table 4: Calculation of Population

Location of

Site

Unit Type No. of Blocks No. of Units Persons per

Dwelling

Unit

Total No. of

Population

Ram Nagar

(Govt.Qtr)

G(G+3)

H(G+3)

I(G+3)

5

9

5

80

144

80

5

5

5

400

720

400

Visitors 10% 1520

152

Total 1672

Ram Nagar

(Old age

home)

(24+1 Room)

24*4

1*4

2

1

192

4

Office Staff & Visitors 20%

196

38

Total 234

HT Quarter I(G+3)

H(H+3)

5

3

80

48

5

5

400

240

Visitors 10%

640

64

Total 704

PWD Store F(G+1) 4 16 5 80

Visitors 10%

80

8

Total 88

PWD

Quarters

F(G+1) 3 12 5 60

Visitors 10%

60

6

Total 66

GRAND TOTAL 2764

5. DESIGN CONSIDERATION

The Redevelopment project provide the following as per relevant laws, norms, rules and

regulations as per the requirement of the independent site

Design Criteria :

Eco-friendly environment by providing maximum green space, lawns, trees and shrubs.

Using minimum Ground Coverage and height as per Building Bye-laws, better utilization

of Ground Coverage and fire regulations.

Provision of maximum light and ventilation to all spaces.

Septic Tanks connecting with existing Nagar Nigam sewage disposal system.

Underground reservoir – both for domestic use and fire fighting

Over head tank – as per water requirement of the independent site connecting to Nagar

Nigam main supply line.

Parks, lawns, open spaces, pathways, streets, roads, parking, boundary wall of up to 1500

mm high, site entrance gates, landscaping, external electrification including street

lighting, HT/LT as per requirements of M.P.Madhya Kshetra Vidyut Vitran Company,

Rain water harvesting, storm water disposal, garbage collection etc. required for good

quality living on the site

6. ROADS & PARKING DETAILS

Ram Nagar (Govt.Qtr)

Internal Road – Internal roads of 7.5 m width for the proposed building premises for the

drive way at the periphery and inside premises.

Ram Nagar (Old Age Home)Internal Road – Internal roads of 7.5 m width for the proposed building premises for the

drive way at the periphery and inside premises.

HT Quarter)

Internal Road – Internal roads of 7.5 m width and pathway 3.0 mt width for the drive

way at the periphery and inside the proposed building premises.

PWD Store

Internal Road – Internal roads of 7.5 m width for the proposed building premises for the

drive way at the periphery and inside premises.

PWD Quarters

Internal Road – Internal roads of 7.5 width for the proposed building premises for the

drive way at the periphery and inside premises. The total parking proposed 389 ECS. The

details of parking required and proposed are given below

Parking Details

Table-5: Calculation of Parking Area required @ 1 ECS per 100.00 sq.mt as per BVR

2012.

Name of Site

Area

Parking

Required

Parking Proposed

Covered Open

Nos

Total Parking

Proposed

Ram Nagar 238 ECS

(23812.32/100)

76 Nos 162 Nos. 238 Nos

Asra-Old Age

Home

30 Nos

(3007.00/100)

- 30 Nos 30 Nos

HT Quarters 89 Nos

(8937.44)

32 Nos 57 Nos 89 Nos

PWD Stores 18 Nos

(1789.6/100)

- 18 Nos 18 Nos

PWD Quarters 14 No90s.

(1342.00/100)

14 Nos 14 Nos

TOTAL 389 Nos 108 Nos 281 Nos 389 Nos

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 – 6.

Table-6 Calculation OF Green Area

Name of Site

Area

Site Area Open Landscape

Area provided

Area

Landscape

provided

Area

%Ram Nagar 23408.00 2924.46 2924.46 12.49 % of

plot areaAsra-Old Age

Home

10000.00 1068.72 1068.72 10.68 % of site

area

HT Quarters 10000.00 1346.41 1346.41 13.46% of site

areaPWD Stores 5200.00 1184.68 1184.68 22.78 % of site

areaPWD Quarters 2190.00 402.78 402.78 18.39% of site

area

Table- 7(a) indicates various suggested species to be used in greenbelt development.

Table-7(a): List of trees proposed for Greenbelt Development of Project Site

S.No. Common Name Scientific Name

1. Neem Azadirachta lebbek

2. Mango Chloroxylon Swetexia

3. Mango Mangifera indica

4. Kachnar Bouhinia Vrigeta

5. Palash Butes monosperma

6. Amaltas Cassia fistula

7. Jungle Jalebi Pithecelobium dulce

8. Imli Tamarindus indica

9. Sheesham Dalbergia sissoo

10. Amla Emblica officinalis

11. Tendu Diospyros melanoxylon

12. Karanj Pongamia Pinnata

13. Mahua Madhuca latifolia

Table-7(b): List of shrubs proposed for Greenbelt Development of Project Site

S.No. Common Name Scientific Name

1. Red Ginder Alpinia purpurata

2. Shell Ginger Alpinia zerumbet variegata

3. Rex Begonia Begonia rex

4. Sago Palm Cycas revoluta

5. Parakeet Flower Heliconia pisttacorum

6. Trailing Lantana Lantana sellowiana var.

7. Cut Leaf Philodendron Philodendron setaceum

Table-7©: List of Vines proposed for Greenbelt Development of Project Site

S.No. Common Name Scientific Name

1. Coral Vine Adenocallymna calycema

2. Jasmin Orodant Jasminum grandforum

3. Jakshini Jaquemontia violacea

4. Corkey passion Flower Passiflora sp.

5. Bengal Trumpet Vine Thunbergia grandiflora

Landscape plan is attached as Annexure-x

The project envisages cutting down off total 124 no’s of. trees for the development of

proposed project. Re-plantation of 4*124=496 nos. of trees in its place proposed. Copy of

applying for permission letter for cutting down of trees in this regard vide letter

dated.2/6/17 is attached as Annexure V.

8. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION

8.1 Water Requirement during Construction phase

Water requirement during construction phase will be met by treated water from STP/Private

Water tanker suppliers fresh water will be used for drinking purpose which will be received from

Nagar Nigam supply. .

Water Requirement during construction phase for all sites

Name of Site Area Fresh Water

in KLD

Raw Water

in KLD

Water Requirement

in KLDRam Nagar 2.8 40 42.8

Asra-Old Age Home 2.8 1.43 4.23

HT Quarters 2.8 15.24 18.04

PWD Stores 2.8 3.87 6.64

PWD Quarters 2.8 2.46 5.26

Total 14.00 63.00 77.00

Table 8(a) Water Requirement during Construction phase (Ram Nagar Govt.Qtrs.)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption

in lpcd.

Fresh

Water

in

KLD

Raw

Water

in

KLD

Total Water

in KLD

1 Drinking 100 7 0.7

Flushing 100 21 2.1

Sub- total 2.8

Area/Built-up

area (sq.mt.)

In

litre/sq.mt.

2 Construction 23812.32 1.57 37.38

3 Landscaping 2924.46 0.9 2.63

Total water (1+2+3) 2.8 40.01

Table 8(b) Water Requirement during Construction phase (Asra-Old Age Home)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption

in lpcd.

Fresh

Water

in

KLD

Raw

Water

in

KLD

Total Water

in KLD

1 Drinking 100 7 0.7

Flushing 100 21 2.1

Sub- total 2.8

Area/Built-up

area (sq.mt.)

In

litre/sq.mt.

2 Construction 3007.00 1.57 0.47

3 Landscaping 1068.72 0.9 0.96

Total water (1+2+3) 2.8 1.43

Table 8(c) Water Requirement during Construction phase (HT Quarters)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption

in lpcd.

Fresh

Water

in

KLD

Raw

Water

in

KLD

Total

Water in

KLD

1 Drinking 100 7 0.7

Flushing 100 21 2.1

Sub- total 2.8

Area/Built-up

area (sq.mt.)

In

litre/sq.mt.

2 Construction 8937.44 1.57 14.03

3 Landscaping 1346.41 0.9 1.21

Total water (1+2+3) 2.8 15.24

Table 8(d) Water Requirement during Construction phase (PWD Stores.)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption

in lpcd.

Fresh

Water

in

KLD

Raw

Water

in

KLD

Total

Water in

KLD

1 Drinking 100 7 0.7

Flushing 100 21 1.5

Sub- total 2.8

Area/Built-up

area (sq.mt.)

In

litre/sq.mt.

2 Construction 1789.6 1.57 2.81

3 Landscaping 1184.68 0.9 1.06

Total water (1+2+3) 2.8 3.87

Table 8(e) Water Requirement during Construction phase (PWD Quarters)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption

in lpcd.

Fresh

Water

in

KLD

Raw

Water

in

KLD

Total

Water in

KLD

1 Drinking 100 7 0.7

Flushing 100 21 2.8

Sub- total 2.8

Area/Built-up

area (sq.mt.)

In

litre/sq.mt.

2 Construction 1342.00 1.57 2.10

3 Landscaping 402.8 0.9 0.36

Total water (1+2+3) 2.8 2.46

9.2 Water requirement during Operation phase

Water requirement during the operational phase will be met through Nagar Nigam supply,

For which permission from Nagar Nigam obtained. Copy of letter in this regard vide letter no.

729/PM/JNURM/WS/2017 Bhopal, Date 20/3/17 attached as Annexure VI.

The one time requirement for the proposed project has been estimated as below.

Water Requirement during Operational phase for all site

Name of Site Area Water Requirement in KLD

Ram Nagar 191.00

Asra-Old Age Home 26.00

HT Quarters 81.00

PWD Stores 12.00

PWD Quarters 9.00

Total water Required 319.00 KLD

Details of Break-up of water requirement are given in Table – 9(a), 9(b), 9(c), 9(d), 9(e)

Table 9(a) Water Requirement during Operational phase (Ram Nagar Govt.Qtrs.)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption in

lpcd.

Total water required in

(KLD)

1 Domestic

Requirement

1520 120 182.4

Visitors 152 15 2.28

Sub- total 184.68

Area (sq.mt.) In litre/sq.mt.

2 Horticulture 2924.46 2.0 5.85

Total water (1+2) 190.53

Say 191.00 KLD

Table 9(b) Water Requirement during Operational phase (Asra-Old Age Home)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption in

lpcd.

Total water required in

(KLD)

1 Domestic

Requirement

196 120 23.52

Visitors 38 15 0.57

Sub- total 24.09

Area (sq.mt.) In litre/sq.mt.

2 Horticulture 1068.72 2.0 2.14

Total water (1+2) 26.23

Say 26.00 KLD

Table 9(c) Water Requirement during Operational phase (HT Quarters)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption in

lpcd.

Total water required in

(KLD)

1 Domestic

Requirement

640 120 76.8

Visitors 64 15 0.96

Sub- total 77.96

Area (sq.mt.) In litre/sq.mt.

2 Horticulture 1364.41 2.0 2.73

Total water (1+2) 80.49

Say 81.00 KLD

Table 9(d) Water Requirement during Operational phase (PWD Stores)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption in

lpcd.

Total water required in

(KLD)

1 Domestic

Requirement

80 120 9.6

Visitors 8 15 0.12

Sub- total 9.82

Area (sq.mt.) In litre/sq.mt.

2 Horticulture 1184.68 2.0 2.37

Total water (1+2) 12.19

Say 12.00 KLD

Table 9(e) Water Requirement during Operational phase (PWD Quarters)

S.NO. Description No. of

Persons/AREA

Per Capita

consumption in

lpcd.

Total water required in

(KLD)

1 Domestic

Requirement

60 120 7.2

Visitors 6 15 0.9

Sub- total 8.1

Area (sq.mt.) In litre/sq.mt.

2 Horticulture 402.78 2.0 0.8

Total water (1+2) 8.80

Say 9.00 KLD

Fresh water requirement for the project is 319.00 KLD KLD which will be met by water supply

of Nagar Nigam. Underground reservoir (sump well) for storage of water for domestic use and

fire fighting will be constructed. Existing Over Head Tank will be used, if required additional

Over Head Tank may be constructed. Water will supplied to houses by Gravity. It is expected

that the project would generate approx. 256.00 KLD of wastewater (@80% of the total

consumed water). The details of water consumption and wastewater generation are shown below:

Water Balance

Total Water Requirement319.00 KLD

__________________________________________________________________________

___________________________________________________________________________

Treated Water will beUsed by Nagar Nigam.

Ram Nagar(Fresh Water)191.00 KLD

Asra Old AgeHome

(Fresh Water)26.00 KLD

HT Qtrs(Fresh Water)81.00 KLD

PWD Stores(Fresh Water)12.00 KLD

PWD Qtrs(Fresh Water)

9.00 KLD

Waste Water@ 80%

153.00 KLD

Waste Water@ 80%

21.00 KLD

Waste Water@ 80%

65.00 KLD

Waste Water@ 80%

10.00 KLD

Waste Water@ 80%

7.00 KLD

Total WasteWater

256.00 KLD

STP of NagarNigam

Treated Water230.00 KLD

Proposed Project is located at developed area of old city Bhopal where all required infrastructure

is available, so it is proposed to use the capacity of existing STP of Nagar Nigam Bhopal for

treatment of waste water. For obtaining permission from Nagar Nigam to connect sewer network

with main sewer line is applied. Copy of letter in this regard vide letter no. 1746 Bhopal dated

22/7/16 is attached as Annexure VII.

Sewerage System

An external sewage network shall collect the sewage from all locations though chamber, main

hole, in septic tank and from here, it will flow by gravity to the main sewer line of NAGAR

NIGAM Bhopal.

Re-Use of Treated Wastewater

The wastewater generated will be treated in STP. The recycled water from Sewage Treatment

Plant will be around 230 KLD which will be used by NAGAR NIGAM for the horticulture

purposes.

10. 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

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 drain, and ground water recharging pits.

3) The annual rainfall intensity of 40 mm/hr shall be considered for designing the storm

water drainage system.

4) The entire site is provided with extensive planned drainage system with gravity

connections to the Recharge pits. Overflow from Recharge pit shall be connected to water

Drain line. The arrangement provides appropriate protection to the site against flooding.

Plan showing storm water distribution is attached as Annexure VIII.

Rainwater Harvesting Plan

The drains shall be located near the carriage way along either side of the roads. Taking the

advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm

water from various plots/ shall be connected to adjacent drain by a pipe through catch basins.

Therefore, it has been calculated to provide required rainwater harvesting pits at selected

locations, which will catch the maximum run-off from the area.

1) Since the existing topography is congenial to surface disposal, a network of storm water

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, catch basins and seepage pits at

regular intervals for rain water harvesting and ground water recharging.

3) The peak hourly rainfall of 25 mm/hr shall be considered for designing the storm water

drainage system.

Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak

hourly rainfall has been considered as 25 mm/hr. The collection tank is having size 2.4 met.*1.5

met. and 1.8 met. depth. Connecting with filtration tank and a recharge pit with well of 200 mm

diameter is constructed for recharging the available water to the deeper aquifer. Design

specifications of the rain water harvesting plan are as follows:

Catchments/ roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be damaged

allowing release of material into the water. Roof painting has been avoided since most

paints contain toxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be

installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags

and paper pieces will get arrested by the mesh at the terrace outlet and to prevent

contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is

flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been

connected to the system.

RunOff and Number of Pits Calculation at Ram Nagar Govt.Qtrs.

Type of Area Area(in m2)

Coefficientof run-off

Peak rainfallintensity during

one hour ofrainfall (in m)

Rain waterharvesting

potential/hour(in m3)

Roof-top area 5953.08 0.8 0.025 119.06

Green Area 2924.46 0.1 0.025 7.31

Paved area 4050.58 0.6 0.025 60.75

Total storm water load on the site with per hour retention is 187.12

Considering 15 minutes retention time, total storm water load 46.

Taking the size of collecting tank 2.4 met.*1.5 met. and effectivedepth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

6.48

Hence no. of pits required in approx = Total storm water loadconsidering 15 minutes retention time / Volume of a RWH pit

7.098Say 7 Nos.

It is proposed to have 7 nos. rain water harvesting pit for the proposed building.

RunOff and Number of Pits Calculation at Asra-Old Age Home

Type of Area Area(in m2)

Coefficientof run-off

Peak rainfallintensity during

one hour ofrainfall (in m)

Rain waterharvesting

potential/hour(in m3)

Roof-top area 3007.00 0.8 0.025 60.14

Green Area 1068.72 0.1 0.025 2.67

Paved area 750.00 0.6 0.025 11.25

Total storm water load on the site with per hour retention is 74.06

Considering 15 minutes retention time, total storm water load 18.15

Taking the size of collecting tank 2.4 met.*1.5 met. and effectivedepth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

6.48

Hence no. of pits required in approx = Total storm water loadconsidering 15 minutes retention time / Volume of a RWH pit

2.8Say 3.0 No.

It is proposed to have 1 no. rain water harvesting pit for the proposed building.

RunOff and Number of Pits Calculation at HT Quarters .

Type of Area Area(in m2)

Coefficientof run-off

Peak rainfallintensity during

one hour ofrainfall (in m)

Rain waterharvesting

potential/hour(in m3)

Roof-top area 2234.36 0.8 0.025 44.68

Green Area 1346.41 0.1 0.025 3.36

Paved area 1450.35 0.6 0.025 21.75

Total storm water load on the site with per hour retention is 69.79

Considering 15 minutes retention time, total storm water load 17.44

Taking the size of collecting tank 2.4 met.*1.5 met. and effectivedepth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

6.48

Hence no. of pits required in approx = Total storm water loadconsidering 15 minutes retention time / Volume of a RWH pit

2.64Say 3 no.

It is proposed to have 3 no. rain water harvesting pit for the proposed building.

RunOff and Number of Pits Calculation at PWD Stores .

Type of Area Area(in m2)

Coefficientof run-off

Peak rainfallintensity during

one hour ofrainfall (in m)

Rain waterharvesting

potential/hour(in m3)

Roof-top area 856.00 0.8 0.025 17.12

Green Area 1184.6 0.1 0.025 2.96

Paved area 507.00 0.6 0.025 7.6

Total storm water load on the site with per hour retention is 27.58

Considering 15 minutes retention time, total storm water load 6.89

Taking the size of collecting tank 2.4 met.*1.5 met. and effectivedepth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

6.48

Hence no. of pits required in approx = Total storm water loadconsidering 15 minutes retention time / Volume of a RWH pit

1.063Say 1.0 no.

It is proposed to have 1.0 no. rain water harvesting pit for the proposed building.

RunOff and Number of Pits Calculation at PWD Quarters.

Type of AreaArea

(in m2)Coefficientof run-off

Peak rainfallintensity during

one hour ofrainfall (in m)

Rain waterharvesting

potential/hour(in m3)

Roof-top area 643.5 0.8 0.025 12.87

Green Area 402.78 0.1 0.025 1

Paved area 450 0.6 0.025 6.75

Total storm water load on the site with per hour retention is 20.62

Considering 15 minutes retention time, total storm water load 5.15

Taking the size of collecting tank 2.4 met.*1.5 met. and effectivedepth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

6.48

Hence no. of pits required in approx = Total storm water loadconsidering 15 minutes retention time / Volume of a RWH pit

0.79Say 1.0 no

It is proposed to have 1 no. rain water harvesting pit for the proposed building.

Solid Waste Collection / Disposal Plan

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 rods, tiles, wood etc. The following steps

are to be followed for the management solid waste:

Construction yards for storage of construction materials.

The excavated material such as topsoil and stones will be stacked for reuse during later

stages of construction

Excavated top soil will be stored in temporary constructed soil bank and will be reused

for landscaping of the township project.

Remaining soil shall be utilized for refilling / road work / rising of site level at locations/

selling to outside agency for construction of roads etc.

Solid Waste Management

During the Construction phase : The municipal solid waste generation during the construction

phase at Proposed Project site is expected to be 0.514 kg/capita/day .Considering 100 laborers at

site the quantity municipal waste generated will be 52 kg/day. The waste collected will be

segregated in terms of Bio degradable and Inert Waste. The segregated waste will be transported

to nearby waste collecting site.

During the operation phase: The quantity of municipal solid waste generation will be 0.514

kg/capita/day. The solid waste will comprise biodegradable waste e.g. domestic waste, food

waste, horticultural waste etc. and recyclable waste, like, plastic, paper etc (Table 10). For

estimating the quantum of waste following assumptions are taken into consideration.

Table 10 ; Solid Waste Generation from Operation Phase

Description Population Per Capita Waste

generated for

Bhopal City

(kg/day)

Total Quantity of

waste generated

(kg/day)

Ram Nagar (Govt.Qtrs.) 1672 0.514 860.00

Ram Nagar (Old Age

Home)

234 0.514 131.00

HT Quarters 704 0.514 362.00

PWD Store 88 0.514 45

PWD Quarters 66 0.514 34.00

Total : 1432.00 Kg/day

Management System:

Twin bin waste collection will be used within the premise green bins for biodegradable

wastes and blue bins for non biodegradable wastes will be provided.

The waste will be collected by trolly /Cycle Rikshaw and transfer to temporary storage

point.

Nagar Nigam vendor will collect waste from temporary storage point and transfer to

Dumping Site/Recycler.

Personnel engaged in the collection, segregation and composting will be trained and

demonstrated to make them proactive and efficient in the solid waste management

practices.

Grass clippings from the mowing of the lawns shall be collected separately and converted

into manure.

The waste shall be handled according to Municipal Solid Waste (Management and

Handling) Rules 2000.

E-waste shall be collected stored and disposed in accordance with E-waste Management

Guidelines.

Horticulture waste which will be collected at the secured location such that it will not

hinder daily activity schedule or washed away by the surface run off causing choking of

drains, etc. and will be separately disposed off along with biodegradable waste

Copy of letter applied for permission for disposal of solid waste by Nagar Nigam Bhopal

vide letter no1736 dated. 22/7/16 is attached as Annexure IX.

Power Requirement

Construction phase

Electricity requirement has been worked out for lighting, HVAC, IT infrastructure and kitchen

equipments in site offices, store, quality laboratory and construction equipments, batching plants

and external lighting for site. There will be total load demand of 200 KW, for which temporary

power will be arranged from MPEB. Backup power will be provided using DG - 10 KVA for

site office, DG-50 KVA for batching plant and a mobile DG-10 KVA for construction works in

case of power failures. All DGs will be with low noise machines within norms. Separate 10 KVA

DGs each will be provided at Pwd Store and Pwd Quarter

Operation phase

S.No. Site Name No.of

Blocks

No.of

Flats/Block

Load as

per

electricity

supply

code 2013

in KW

Total

Load

in KW

Sub

Total

in KW

1. Ram

Nagar(Govt.Houses)

G

Type

5 16 3 240

850

H

Type

9 16 2.5 360

I Type 5 16 2.5 200

Water Supply 20

Street Light 10

Parking/Garden 20

2. Ram Nagar (Old

age home)

4 1 7 28

School 1 1 3.5 3.5

65

Ad.Block 1 1 3 3

Multipurpose hall 1 1 3 3

Kitchen/Dining 1 1 3.5 3.5

Store 1 1 4 4

Water Supply 1 10

Street light 1 5

Parking/Garden 1 5

3. HT Quarters H

Type

3 16 2.5 120

350I Type 5 16 2.5 200

Water Supply 10

Street light 10

Parking/Garden 10

4. PWD Store 4 4 3 48

61

Street light 4

Parking light 4

Water supply 5

5. PWD Quarters 3 4 3 36

49

Street light 4

Parking light 4

Water supply 5

Grand Total 1375

Fire Fighting System

The fire fighting system in the proposed project site will be done according to National

Building Code 2005. Following provisions are required to be made according to National

Building Code 2005. The fire fighting system has been designed considering the following

codes, manual and guidelines :

National Building Code of India (NBC)

Latest relevant NFPA codes, USA, in particular NFPA – 13, 14, 20 & 22

IRI guidelines

As per requirement of fire officer/local fire approving authorities; and

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

Plan showing fire fighting plan is attached as Annexure

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. Marble

11. P.V.C.conduit

12. MCBs/DBs

13. PVC overhead water tanks

14. Pave tiles

15. GI pipe

16. Wastewater lines

17. S.W.sewer line up to main sewer

18. PVC rain water down take

19. sink in kitchen

20. Joinery hardware

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

1. Dumper/Loader/ : Shall be used for material handling

2. Concrete mixer with hopper : For RCC work

3. JCB/Pock line/ Dozer : Shall be used for demolishing, excavation,

earth work

4. Concrete Batching Plant : Will be used for concrete mixing

5. Road roller : For compacting earth

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Bhopal Municipal Corporalion, Bhopai

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