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, MADHYA PRADESH 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 Sewage Treatment 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. 2 Indore development Authority AREA DEVELOPMENT PROJECT OF SCHEME NO. 169A, AT VILLAGE BHOURASALA, Conceptual Plan 2018 NARVAL, KUMERDI & SUKHLIYA, INDORE (M.P.) Site on Topo-Sheet 3 Indore development Authority 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 Holkar Airport project site 4. Nearest State / Madhya Pradesh- Approx. 123.16 km NW from the National Boundary Rajasthan 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 5 Indore development Authority 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 6 Indore development Authority 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 precipitation, 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. 7 Indore development Authority 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. 8 Indore development Authority 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.