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 . 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 Table-1 Site surroundings and connectivity Details

S.No. Description Distance and Direction 1. Nearest Railway Station Bhopal Railway Station 2 Nearest Airport 3 Nearest Village/Settlement Idgah Hills 0.90 km towards west Kohe-fiza 1.36 km towards south-west Military Area 0.30 km towards north Arif Nagar 1.78 km towards north-east Bairagarh 4.93 km towards west Chowk Bazar 2.14 km towards east-south New Market 4.26 km towards south Peergate 1.65 km towards south

4 Nearest Highway /Roads Road 1.32 km towards east Airport Road 1.98 km towards west Sultania Road 1.83 km towards east VIP Road 2.12 km towards west-south Nadra Bus stand 1.83 km towards east Halalpura Bus stand 2.12 km towards west-south 5 Water Bodies/Lakes Lendia Talab 100 mtr towards east Motia Talab 900 mtr towards south Bada Talab (Upper 1.62 km towards south-west Lake) Chotta Talab(Lower 2.68 km towards south-east Lake) 6 Nearest School & College Cambridege School 1.15 km towards south Saifia Collage 0.6 km towards north Gandhi Medical College 1.49 km towards south St.Joseph Girls Convent 0.78 km towards south-west School Maulana Azad Higher 1.1 km towards west-south Secondary School 7 Nearest Hospital Hamidia Hospital 1.55 km towards south Sultania Zanana Hospital 3.0 km towards east south

8 National Park Van Vihar 3.8 km towards south-west 9 Place of Worship Tazul Masjid 1.23 km towards south St.Joseph Church 0.78 km towards west Guffa Mandir 1.36 km towards west Source: Google Earth A Google Map of 500m buffer map showing the surrounding area of proposed project is shown in 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. of the 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 Longitude A 23o 16’ 29.94”N 77o 23’ 20.41”E B 23o 16’ 29.94”N 77o 23’ 22.85”E C 23o 16’ 25.39”N 77o 23’ 23.34”E D 23o 16’ 23.61”N 77o 23’ 23.17”E E 23o 16’ 19.29”N 77o 23’ 21.08”E F 23o 16’ 19.23”N 77o 23’ 17.96”E G 23o 16’ 21.55”N 77o 23’ 18.63”E H 23o 16’ 25.33”N 77o 23’ 20.26”E I 23o 16’ 28.66”N 77o 23’ 18.06”E

Coordinates of HT Quarters

Point Latitude Longitude A 23o 16’ 23.10”N 77o 23’ 28.08”E B 23o 16’ 23.07”N 77o 23’ 32.80”E C 23o 16’ 19.65”N 77o 23’ 33.06”E D 23o 16’ 19.65”N 77o 23’ 31.50”E E 23o 16’ 21.18”N 77o 23’ 31.48”E F 23o 16’ 21.19”N 77o 23’ 28.12”E

Coordinates of PWD Store

Point Latitude Longitude A 23o 15’ 52.55”N 77o 23’ 15.03”E B 23o 15’ 52.64”N 77o 23’ 15.29”E C 23o 15’ 53.12”N 77o 23’ 15.44”E D 23o 15’ 53.83”N 77o 23’ 15.88”E E 23o 15’ 53.61”N 77o 23’ 16.76”E F 23o 15’ 53.60”N 77o 23’ 17.66”E G 23o 15’ 54.50”N 77o 23’ 17.78”E H 23o 15’ 54.48”N 77o 23’ 18.09”E I 23o 15’ 53.13”N 77o 23’ 17.88”E J 23o 15’ 52.85”N 77o 23’ 17.48”E K 23o 15’ 52.91”N 77o 23’ 16.78”E L 23o 15’ 52.59”N 77o 23’ 16.41”E M 23o 15’ 51.38”N 77o 23’ 16.40”E N 23o 15’ 51.33”N 77o 23’ 16.96”E O 23o 15’ 51.04”N 77o 23’ 16.63”E P 23o 15’ 50.74”N 77o 23’ 16.49”E Q 23o 15’ 50.22”N 77o 23’ 16.40”E R 23o 15’ 50.49”N 77o 23’ 15.16”E S 23o 15’ 51.15”N 77o 23’ 15.24”E T 23o 15’ 51.27”N 77o 23’ 14.73”E

Coordinates of PWD Quarters

Point Latitude Longitude A 23o 15’ 58.40”N 77o 23’ 16.30”E B 23o 15’ 58.19”N 77o 23’ 18.31”E C 23o 15’ 57.95”N 77o 23’ 18.32”E D 23o 15’ 57.94”N 77o 23’ 18.52”E E 23o 15’ 57.23”N 77o 23’ 18.43”E F 23o 15’ 57.24”N 77o 23’ 18.24”E G 23o 15’ 57.13”N 77o 23’ 18.22”E H 23o 15’ 57.13”N 77o 23’ 17.74”E I 23o 15’ 57.17”N 77o 23’ 17.35”E J 23o 15’ 57.45”N 77o 23’ 16.18”E

Table-3: Area details of the proposed project

Ram Nagar (Govt. Quarter)

Area in Sq.mt. S. No. Description 1 PLOT AREA (Area of Site) 23408.00 Permissible Ground Coverage @ 30% of total plot 2 area 7022.4 3 Proposed Ground Coverage @ 25.43 % Of plot area 5953.08 4 Permissible FAR @ 1.25% of Plot area 29260.00 5 Proposed FAR @ 1.01% of Plot area 23812.32 6 Built up area 23812.32 8 Total Open area 2924.46 9 Proposed Green area 12.49 % of plot area 2924.46 10 Maximum Height of Building 13.8 met.

Ram nagar (Old Age Home)

Area in Sq.mt. S. No. Description 1 PLOT AREA (Area of Site) 10000.00 Permissible Ground Coverage @ 30% of total plot 2 area 3000.00 3 Proposed Ground Coverage @ 30.07% Of plot area 3007.00 4 Permissible FAR @ 1.25 of Plot area 12500 5 Proposed FAR @ 0.3% of Plot area 3007 7 Built up area 3007 8 Total Open area 1068.72 9 Proposed Green area 10.68 % of site area 1068.72 10 Maximum Height of Building 3.40 to 4.50 mtr

HT Quarters Area in Sq.mt. S. No. Description 1 PLOT AREA (Area of Site) 10000.00 Permissible Ground Coverage @ 30% of total plot 2 area 3000.00 3 Proposed Ground Coverage @ 22.34% Of plot area 2234.36 4 Permissible FAR @ 1.25% of Plot area 12500.00 5 Proposed FAR @ 0.89 % of Plot area 8937.44 7 Built up area 8937.44 8 Total Open area 1346.41 9 Proposed Green area 13.46% of site area 1346.41 10 Maximum Height of Building 13.8 met.

PWD Store

Area in Sq.mt. S. No. Description 1 PLOT AREA (Area of Site) 5200.00 Permissible Ground Coverage @ 30% of total plot 2 area 1560 3 Proposed Ground Coverage @ 16.46% Of plot area 856.00 4 Permissible FAR @ 1.25% of Plot area 5 Proposed FAR @ 0.34 % of Plot area 1789.60 7 Built up area 1789.60 8 Total Open area 1184.68 9 Proposed Green area 22.78 % of site area 1184.68 10 Maximum Height of Building 7.2 met.

PWD Quarters Area in Sq.mt. S. No. Description 1 PLOT AREA (Area of Site) 2190.00 Permissible Ground Coverage @ 30% of total plot 2 area 657.00 3 Proposed Ground Coverage @ 29.38% Of plot area 643.50 4 Permissible FAR @ 1.25% of Plot area 2737.5 5 Proposed FAR @ 0.61% of Plot area 1342.00 7 Built up area 1342.00 8 Total Open area 402.78 9 Proposed Green area 18.39% of site area 402.78 10 Maximum Height of Building 7.2 met

Total Area Details Scheme Built up area in Area in Sqmt Sq.mt. S. No. Description Ram Nagar (Govt. Quarter) 23812.32 1 23408.00 Ram Nagar (Old Age Home) 10000.00 3007.00 2 HT Quarters 10000.00 8937.44 3 4 Peripheral Road 1000.00 PWD Store 5200.00 1789.6

PWD Quarters 2190.00 1342.00 5 51798 38888.36 6 Total 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 Unit Type No. of Blocks No. of Units Persons per Total No. of Site Dwelling Population Unit Ram Nagar G(G+3) 5 80 5 400 (Govt.Qtr) H(G+3) 9 144 5 720 I(G+3) 5 80 5 400 Visitors 10% 1520 152 Total 1672 Ram Nagar (Old age 24*4 2 192 home) 1*4 1 4 (24+1 Room) 196 Office Staff & Visitors 20% 38 Total 234 HT Quarter I(G+3) 5 80 5 400 H(H+3) 3 48 5 240 640 Visitors 10% 64 Total 704 PWD Store F(G+1) 4 16 5 80 80 Visitors 10% 8 Total 88 PWD F(G+1) 3 12 5 60 Quarters 60 Visitors 10% 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. Parking Parking Proposed Total Parking Name of Site Required Covered Open Proposed Area Nos

Ram Nagar 238 ECS 76 Nos 162 Nos. 238 Nos (23812.32/100) Asra-Old Age 30 Nos - 30 Nos 30 Nos Home (3007.00/100)

HT Quarters 89 Nos 32 Nos 57 Nos 89 Nos (8937.44)

PWD Stores 18 Nos - 18 Nos 18 Nos (1789.6/100) PWD Quarters 14 No90s. 14 Nos 14 Nos (1342.00/100) 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 Site Area Open Landscape Landscape Area Area provided provided Area Area % Ram Nagar 23408.00 2924.46 2924.46 12.49 % of plot area Asra-Old Age 10000.00 1068.72 1068.72 10.68 % of site Home area

HT Quarters 10000.00 1346.41 1346.41 13.46% of site area PWD Stores 5200.00 1184.68 1184.68 22.78 % of site area PWD 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 Raw Water Water Requirement in KLD in KLD in KLD Ram 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 Per Capita Fresh Raw Total Water Persons/AREA consumption Water Water in KLD in lpcd. in in KLD KLD 1 Drinking 100 7 0.7

Flushing 100 21 2.1

Sub- total 2.8

Area/Built-up In area (sq.mt.) 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 Per Capita Fresh Raw Total Water Persons/AREA consumption Water Water in KLD in lpcd. in in KLD KLD 1 Drinking 100 7 0.7

Flushing 100 21 2.1

Sub- total 2.8

Area/Built-up In area (sq.mt.) 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 Per Capita Fresh Raw Total Persons/AREA consumption Water Water Water in in lpcd. in in KLD KLD KLD 1 Drinking 100 7 0.7

Flushing 100 21 2.1

Sub- total 2.8

Area/Built-up In area (sq.mt.) 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 Per Capita Fresh Raw Total Persons/AREA consumption Water Water Water in in lpcd. in in KLD KLD KLD 1 Drinking 100 7 0.7

Flushing 100 21 1.5

Sub- total 2.8

Area/Built-up In area (sq.mt.) 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 Per Capita Fresh Raw Total Persons/AREA consumption Water Water Water in in lpcd. in in KLD KLD KLD 1 Drinking 100 7 0.7

Flushing 100 21 2.8

Sub- total 2.8

Area/Built-up In area (sq.mt.) 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 Per Capita Total water required in Persons/AREA consumption in (KLD) lpcd. 1 Domestic 1520 120 182.4 Requirement

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 Per Capita Total water required in Persons/AREA consumption in (KLD) lpcd. 1 Domestic 196 120 23.52 Requirement

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 Per Capita Total water required in Persons/AREA consumption in (KLD) lpcd. 1 Domestic 640 120 76.8 Requirement 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 Per Capita Total water required in Persons/AREA consumption in (KLD) lpcd. 1 Domestic 80 120 9.6 Requirement 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 Per Capita Total water required in Persons/AREA consumption in (KLD) lpcd. 1 Domestic 60 120 7.2 Requirement 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 Requirement 319.00 KLD

______

Ram Nagar Asra Old Age HT Qtrs PWD Stores PWD Qtrs Home (Fresh Water) (Fresh Water) (Fresh Water) (Fresh Water) (Fresh Water) 9.00 KLD 191.00 KLD 26.00 KLD 81.00 KLD 12.00 KLD

Waste Water Waste Water Waste Water Waste Water Waste Water @ 80% @ 80% @ 80% @ 80% @ 80% 153.00 KLD 21.00 KLD 65.00 KLD 10.00 KLD 7.00 KLD

______

Total Waste Water 256.00 KLD

STP of Nagar Nigam

Treated Water Treated Water will be 230.00 KLD Used by Nagar Nigam. 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.

Peak rainfall Rain water Area Coefficient intensity during harvesting Type of Area (in m2) of run-off one hour of potential/hour rainfall (in m) (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 effective 6.48 depth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

Hence no. of pits required in approx = Total storm water load 7.098 considering 15 minutes retention time / Volume of a RWH pit Say 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 Peak rainfall Rain water Area Coefficient intensity during harvesting Type of Area (in m2) of run-off one hour of potential/hour rainfall (in m) (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 effective 6.48 depth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8 Hence no. of pits required in approx = Total storm water load 2.8 considering 15 minutes retention time / Volume of a RWH pit Say 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 .

Peak rainfall Rain water Area Coefficient intensity during harvesting Type of Area (in m2) of run-off one hour of potential/hour rainfall (in m) (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 effective 6.48 depth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

Hence no. of pits required in approx = Total storm water load 2.64 considering 15 minutes retention time / Volume of a RWH pit Say 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 .

Peak rainfall Rain water Area Coefficient intensity during harvesting Type of Area (in m2) of run-off one hour of potential/hour rainfall (in m) (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 effective 6.48 depth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8

Hence no. of pits required in approx = Total storm water load 1.063 considering 15 minutes retention time / Volume of a RWH pit Say 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.

Peak rainfall Rain water Area Coefficient intensity during harvesting Type of Area (in m2) of run-off one hour of potential/hour rainfall (in m) (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 effective 6.48 depth as 1.8 met, volume of a RWH pit . 2.4*1.5*1.8 Hence no. of pits required in approx = Total storm water load 0.79 considering 15 minutes retention time / Volume of a RWH pit Say 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 Total Quantity of generated for waste generated Bhopal City (kg/day) (kg/day) Ram Nagar (Govt.Qtrs.) 1672 0.514 860.00 Ram Nagar (Old Age 234 0.514 131.00 Home) 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 No.of Load as Total Sub Blocks Flats/Block per Load Total electricity in KW in KW supply code 2013 in KW 1. Ram G 5 16 3 240 Nagar(Govt.Houses) Type H 9 16 2.5 360 Type I Type 5 16 2.5 200 850 Water Supply 20 Street Light 10 Parking/Garden 20 2. Ram Nagar (Old 4 1 7 28 age home) School 1 1 3.5 3.5 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 65 Water Supply 1 10 Street light 1 5 Parking/Garden 1 5 3. HT Quarters H 3 16 2.5 120 Type I Type 5 16 2.5 200 350 Water Supply 10 Street light 10 Parking/Garden 10 4. PWD Store 4 4 3 48 Street light 4 Parking light 4 61 Water supply 5 5. PWD Quarters 3 4 3 36 Street light 4 Parking light 4 49 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 Site Photograph

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