CONCEPTUAL PLAN

AREA DEVELOPMENT PROJECT OF SCHEME NO. 169 A AT VILLAGE - SUKHLIYA, KUMEDI, NARVAL, BHAWRASALA, INDORE (M.P.) OF

7 RACE COURSE ROAD, INDORE,

ENVIRONMENTAL CONSULTANT

NABET/EIA/1619/ RA 0070 Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE SUKHLIYA, KUMEDI, NARVAL, Plan BHAWRASALA, INDORE (M.P.)

INTRODUCTION

The Area Development Project to be developed by M/s Indore Development Authority. The project is being designed to be a self-sufficient which offers amenities that exhibit a modern lifestyle at par with international standards.

S. No. Amenities 1. Facilities of Daily Needs. 2. Bank, ATM. 3. Public Toilet. 4. Police Station. 5. Parking Facility 6. Underground Sewage System. 7. Common Plant. 8. Fire Brigade. 9. Over Head Tank. 10. Electrification. 11. Solid Waste Management Site.

SITE LOCATION AND SURROUNDINGS

The Area development Project is to be located at Scheme 169 A, Village – Sukhliya, Kumedi, Narval, Bhawrasala, Tehsil & District Indore and Madhya Pradesh. The Co- ordinates of the project site are 22°46'25.61"N, 75°51'33.10"E. Project site & surroundings within 500 m, 2 km and 10+15 km has been depicted in map below.

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AREA DEVELOPMENT PROJECT OF SCHEME NO. 169A, AT VILLAGE BHOURASALA, Conceptual Plan 2018 NARVAL, KUMERDI & SUKHLIYA, INDORE (M.P.)

Site on Topo-Sheet

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AREA DEVELOPMENT PROJECT OF SCHEME NO. 169A, AT VILLAGE BHOURASALA, Conceptual Plan 2018 NARVAL, KUMERDI & SUKHLIYA, INDORE (M.P.)

Google Image 4 Indore development Authority

Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

CONNECTIVITY

S. Connectivity Name Distance and Direction from the No. project site 1. . Road Connectivity Super corridor Road Just adjacent to the proposed development scheme in West 2. . Nearest Railway Lakshmi Bai Nagar Approx. 2.3 km, SSW from the Station Railway Station project site 3. Nearest Airport Devi Ahilyabai Approx. 71 km, SW from the Airport project site 4. Nearest State / Madhya Pradesh- Approx. 123.16 km NW from the National Boundary Border Project site Gujrat – Madhya Approx. 142.23 km W from the Pradesh Boarder Project site.

AREA STATEMENT The total planned area of project is estimated 10,44,340 m2. The detailed area statement is provided below in Table 1. Table 1: Detailed Area Statement Area Details Area In Ha Area In % Tot Al Land Area Sch. No. 169 A 150.146 Exempted Land By Ida Board 52.47 Land Exempted By Director T&Cp But Pending Before Ida 1.365 Board Remaining Area Of Plannin 96.311 100.00 Area Under Railway & Railway Station 2.423 2.52 Area Under River & River Buffe'r 2.647 2.75 Area Under Master Plan Roads 11.25 11.68 Plot Area (Super Corridor) 27.667 28.73 Under Coordinated Plotted Area (Super Corridor) 0.549 0.57 Area Of Future Planning 6.237 6.48 Community Open Space (Park And Parking Area) 10.196 10.59 Public Utility (Mpeb,Public Toi.,Sw , Transfer Stn & 3.446 3.58 Common Nodes) Area Under Other Facilities (Petrol Pump & Cng St A Tion) 0.152 0.16 Area Under Isbt 6.542 6.79 Circulation Area (Roads & Pathways) 25.202 26.17 96.311 100.00

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

POPULATION DENSITY The total population of the project including Residential & Public Semi-public plots will be 120,143 out of that residential population including floating population for 53,206 and commercial population including floating population is 66,937 respectively. The detailed population breakup is given below in the following Table 2. Table 2: Population density Commercial

(25% of total tUp

demand)

Sl.

No. (ha) /person Area in % in Area % in Area Area in ha in Area ha in Area 2 12.5 12.5 /person 2 Floor Space Floor Index m Total Built UpTotal Area Total Plot Area (ha) Area Plot Total Residential Buil Residential Built Up Residential Commercial Built Up Commercial Built Up Commercial Residential at Residential 6.0 m 6.0 Commercial at Commercial 1 46.112 1.0 86.755 75% 25% 103.752 34.584 66,937 53,206 Total 46.112 1.0 86.755 75% 25% 103.752 34.584 66,937 53,206

WATER REQUIREMENT AND SUPPLY SYSTEM The fresh water supply will be met through Indore Municipal Supply (IMC). The total water requirement is approx. 10.73 MLD, out of which total water requirement for commercial purpose is 4.75 MLD. The daily water requirement calculation is given below in Table 3: Table 3: Calculations for Daily Water Demand Water Anticipated Water Demand Present Water Population Water Demand (LPD) Demand after 25 Demand (MLD) (Souls) (MLD) years (MLD)

Sl.

Add Add No. /person /person 2 2 15% for 15%for 15%for 15%for 15%for 25years) 25years) m m total demand) total demand) total Residential (Add (Add Residential (Add Residential Commercial (Add (Add Commercial ( Commercial Commercial at6.0 Commercial Residential at 12.5 at12.5 Residential Residential (25% of of (25% Residential of (25% Residential after demand water after demand water unaccounted water) unaccounted water) unaccounted water) unaccounted water) unaccounted Commercial (25% of (25% Commercial of (25% Commercial 1 66,937 53,206 10,391,934 2,753,418 10.39 2.75 2.60 0.69 0.65 0.17 Total 66,937 53,206 10,391,934 2,753,418 10.39 2.75 2.60 0.69 0.65 0.17

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

Waste water Generation & Treatment It is expected that the project will generate approx. 9.15 MLD of waste water. The waste water will be treated in a Proposed CSTP of capacity 11 MLD provided by Indore Development Authority. The waste water calculation is given below in Table 4: Table 4: Calculations for Waste Water Generation Sewage Anticipated Sewage Present Sewage Sewage Generation Generation Population Generation Generation (LPD) after 25 years (Souls) (MLD) (MLD) (MLD)

Sl. No. /person /person 2 2 m m age generation generation age Residential Residential Commercial Commercial finaldemand) finaldemand) after 25years) after 25years) after Commercial at6.0 Commercial Residential at 12.5 at12.5 Residential sew generation sewage Residential (25% of of (25% Residential of (25% Residential Commercial (25% of (25% Commercial of (25% Commercial 1 66,937 53,206 7,229,172 1,915,422 7.23 1.92 181 0.48 0.45 0.12 Total 66,937 53,206 7,229,172 1,915,422 7.23 1.92 181 0.48 0.45 0.12

RAIN WATER HARVESTING The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of , characteristics of the tributary area and the time required for such flow to reach the drains. 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 29 rainwater harvesting pits are provided 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 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, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. 3) Peak hourly rainfall of 42 mm/hr shall be considered for designing the storm water drainage system.

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak hourly rainfall has been considered as 42 mm/hr. The bottom of the recharge structure will be kept 5 m above the water table level. Design specifications of the rain water harvesting plan are as follows:  Catchments/roofs would be accessible for regular cleaning.  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.

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

Figure 3: Rain Water Harvesting Pit Design

Calculations for storm water load

Green area = 101960 m2 Paved Area = 112500 m2 Runoff Load Green area = 101960 × 0.042 × 0.1 = 428.232 m3/hr Paved Area = 112500 × 0.042 × 0.8 = 3780 m3/hr Total Runoff Load = 428.232 m3/hr + 3780 m3/hr = 4208.232 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water 9 Indore development Authority

Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

= 4208.232 /4 = 1052.058 m3 To accommodate the harvested rainwater, it is planned to install rainwater-harvesting pit along with de-silting tank. Taking the effective dia. and depth of a Recharge pit 3 m and 3.5 m respectively, Volume of a single Recharge pit = π r2h = 3.14 × 1.5 × 1.5 × 3.5 = 24.73 m3 Taking volume of desilting tank as 20 m3 (l × w × d = 3 × 3 × 2), Total capacity of recharge structure becomes 24.73 + 18 = 42.73 m3 Hence No. of pits required = 1052.058/42.73 = 24.62 pits say 25 pits Individual Plots owner shall be responsible for the development of RWH within their plots.

VEHICLE PARKING FACILITIES This is an area development project scheme. So adequate provision will be made for car/vehicle parking at the project site. There shall also be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth movement at the site.

Proposed Parking: For plotted development, the parking shall be within the plots by plot owners.  Parking Area Provided by IDA for Scheme No. 169 A as per T & CP = 101960 Sq.mt. (10.196 Hect.) In this area, IDA will propose mechanized parking.

POWER REQUIREMENT

The total power requirement of the project will be 93368.2 kVA with quotient >10 MVA which will be provided by electrical subscription of 220, 132, 33 kVA by Madhya Pradesh Kshestra Vidyut Vitaran Company Limited.

SOLID WASTE GENERATION 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 proposed to be followed for the management solid waste:

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

 Construction yards are proposed 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 residential plotted colony.

Solid Waste

Construction Waste

Construction waste, Empty Excavated Soil Broken Bricks, Cement Waste Plaster

Used in re-filling, Sold to agency Top soil conserved for raising site level for recycling landscaping, balance used in re-filling

Figure 4: Solid Waste Management Scheme (Construction Phase) During the operation phase, waste will comprise domestic, biomedical as well as landscape waste. The solid waste generated from project will be mainly domestic in nature and the quantity of the waste will be 45.71 TPD (45705.7995 kg/day). Solid wastes generated will be segregated into biodegradable (waste vegetables and foods etc.) and non-biodegradable (papers, cartons, thermocol, plastics, glass etc.) components and collected in separate bins. Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000. Biomedical Waste

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

generated will be disposed through Govt. approved vendor in accordance with Bio Medical Waste (Management & Handling) Rules, 1998.

Table 5: Calculation of Solid Waste Generation Facilities Waste Generation Basis of Unit Total Waste Provided Norms Assumption Generated (TPD)

Residential 0.4 Kg/capita/day CPCB 66937 Persons 26.7748 Commercial 0.35 Kg/capita/day CPCB 53206 Persons 18.6221 Garden & 0.003 Kg/Sq m/day Discussion 101960 Sq.mt. 0.30588 Open Space with Horticulturist STP Sludge 0.33 Kg/MLD of Manual for 9.15 MLD 0.0030195 wastewater Sewerage treated and sewage treatment by CPHEEO Used/Waste 100 Liters/MW/year Assuming 93.36 MW 9336 Oil one maintenance per year Total Waste Generated (TPD) 45.7057995 Total Biodegradable 55 % of total (TPD) 25.13818973 Total Non-Biodegradable 45 % of total (TPD) 20.56760978 (Source: CPHEE, Ministry of Urban Development, (Govt.of May, 2001) E-waste will be managed as per E-waste (Management & Handling Rules, 2011). It will be handed over to Govt. approved vendors.

(Source: CPHEE, Ministry of Urban Development, (Government of India, May 2000)  Collection and Segregation of waste 1. A door to door collection system will be provided for collection of domestic waste in plastic bags from household units. 2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste.

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

3. For waste collection, adequate number of colored bins (Green, Blue, and Dark Grey separate for Bio-degradable and Non Bio-degradable) are proposed to be provided at the strategic locations of the commercial area. 4. Litter bin will also be provided in open areas like parks etc.

 Treatment of waste  Bio-Degradable wastes 1. Bio-degradable waste will be collected and segregated at site and subjected to government approved vendors and the compost will be used as manure. 2. STP sludge is proposed to be used for horticultural purposes as manure. 3. Horticultural Waste is proposed to be subjected to government approved vendors and will be used for gardening purposes.  Recyclable wastes i. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure after decomposition. ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.  Disposal Only Recyclables wastes will be sold to recyclers and rest non-recyclables will be sent to Govt. landfill site. Hence, the MSW management approach will be towards zero landfill.

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

Disposed through Authorized Vendors

Figure 5: Solid Waste Management Scheme (Operation Phase) GREEN AREA Total green area measures 101960 m2 i.e. 10.00 % of the plot area which will be in the form of Herbs & Shrubs , Avenue plantation , Shelter belt and water body within the project. Trees like Azadirachta indica, Delonix regia, Jacaranda mimosifolia, etc. and flowering and ornamental plants have been proposed to be planted inside the premises. The following table indicates the list of trees to be planted within the project. Table 6:- List of Plants SR. No. BOTANICAL NAME COMMON NAME 1 Aegle marmelas Bel, Sriphall 2 Anthocephalus cadamba Kadamb 3 Azadirachta indica Neem 4 Bauhinia purpurea Kaniar 5 Bombox ceiba Semal 6 Cassia fistula Amaltas 7 Callistemon lanceolatus weeping bottle brush 8 Delonix regia Gulmohur 9 Erythrina indica indian coral Tree 10 Ficus infectoria Pilkhan 11 Grevillea robusta Silver Oak 12 Jacaranda mimosifolia Neeli gulmohur 14 Indore development Authority

Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

SR. No. BOTANICAL NAME COMMON NAME 13 Melia azedarach Bakain, Drek 14 Millettia peguensis Moulmein rosewood 15 Mangifera indica Mango 16 Putranjiva roxburghii Putranjiva 17 Phoenix Sylvestris Khajoor 18 Raystonea regia Royal Palm 19 Saraca indica Sita ashok 20 Schleichera trijunga Kusum 21 Syzigium cumini Jamun 22 Tabeuia Impetiginosa Pink trumpet 23 Tabeblia aurea Trumpet Tree 24 Terminalia arjuna Arjun 25 Wadyetia bifurcata Foxtail palm

DETAILS OF CONSTRUCTION MATERIALS List of building materials to be used at site is as follows:

1. Coarse sand 2. Crazy (white marble) in grey cement

3. Fine sand 4. P.V.C. conduit

5. Stone aggregate 6. Indo-Asian MCBs

7. Stone for masonry work 8. PVC overhead water tanks

9. Stone for under floor soling 10. 2 1/2'’ thick red colour paver tiles 11. Cement 12. ‘B’ class GI pipe (ISI marked)

13. Reinforcement steel 14. PVC waste water lines

15. Plywood & steel shuttering 16. S.W. sewer line up to main sewer

17. 5mm thick plane glass 18. Joinery hardware- ISI marked

19. 3mm thick ground glass in toilets 20. Pipe scaffolding (cup lock system)

LIST OF MACHINERY USED DURING CONSTRUCTION (i) Dumper : Shall be used for mud and material handling (ii) Concrete mixer with hopper : For RCC work (iii) Excavator : Shall be used for digging and earth work

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

(iv) Concrete Batching Plant : Will be used for concrete mixing (v) Cranes : For lifting and moving of materials. (vi) Road roller : For compacting the earth (vii) Bulldozer : For dismantling

DISASTER MANAGEMENT PLAN PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

 Project is planned to reduce the impact of disasters and to encourage recovery.

 A disaster management cell would be established which will take care of post disaster scenario.

 It would be a volunteer kind of set-up and professionals can also be hired in case of eventuality.

 Management and maintenance agency will prepare an integrated, comprehensive management plan.

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

(Earthquake Management)

 At the time of designing and constructing the building due care would be taken to have earthquake resistant structures which will conform to IS 1983.

 New systems and devices using non-conventional civil engineering materials would be developed to reduce the earthquake forces acting on structure.

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

(Fire Hazard)

 Fire safety would be taken into account and would follow all the safety norms and regulations as per the NBC and other related Indian Standards.

 All electrical cables would be underground and sophisticated modern electrical distribution system to reduce risk of fire.

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Conceptual AREA DEVELOPMENT PROJECT OF SCHEME NO. 2018 169A, AT VILLAGE BHOURASALA, NARVAL, Plan KUMERDI & SUKHLIYA, INDORE (M.P.)

 Special fire fighting equipments like Automatic Fire Detection and alarm system, automatic Sprinkler System etc. would be installed as per the NBC standards.

 Risk assessment with on site disaster management plan will be specified to fire, smoke and other emergency conditions.

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