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OFFIC E OF T II E DIVISIONAL PROJEC T ENCINFER P.W .D. P.1.lJ . UNIT SATN/\ Ph one- 07672-22 2008 Email :- dpcpiusat11a (t,)g111ail.co m Mem o No~f.lf . /Tcc./J>I U/20 I 9-20 Satna

To, Commissioner Satna Municipal Corporation Satna Madhya Pradesh

Subject: Requ est letter fo r the supply of 620 KLD of wa ter for our upcoming project "Satn a Medical College" a t Stana, Ma dhya Pradesh.

Dear Sir/ Madam,

This is to in fo rm you tha t P.W.D. P.I.U. Unit Satna (M .P .) is coming up with the Medical CoUege in Sa tna, U1erefore I reque st you to provide us th e s_upply of 620KLD of water to fulfil the project requirement.

· 1 ccr -Satna Endt. No ...... /Tec./PJU/2019-20 Satna Copy Forwordcd to - 1. Additional Project Director, P.I.U. (P.W.D.), Circle Rewa (M .P.) 2. Dea n Medical college Rewa

Divisional Project Engineer P.W.D.(P.J.U) Unit-Satna

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- Divisional Project Engineer L\ . P. W.D.(P.I.U) Unit-Satn:1

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To, Commissioner Satna Municipal Corporation Satna Madhya Pradesh Subject: Request letter for disposal of Extra treated waste water for our upcoming project "Satna Medical College" at Stana , Madhya Pradesh.

Dear Sir/ Madam, This is to inform you that P.W.D. P.I.U. Unit Satna (M .P.) is coming up with the Medical College in Satna, therefore I request you to provide us the permission for disposal of Extra treated waste water.

/ / ~ (/ \. \) ~ ~ - ...... ··--- 1-J) roj e t Engineer . . . .U) Unit-Satna Endt. No ...... , ... /Tec./PIU/2019-20 Satna Dated ...... Copy Fonvorded to - · 1. Additional Project Director, P.1.U. (P.W.D.), Circle Rewa (M.P.) 2. Dean Medical college Rewa

Divisional Project Engineer P.W.D.(P.l.U) Unit-Satna

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EENNVVIIRROONNMMEENNTT CCLLEEAARRAANNCCEE

AAPPPPLLIICCAATTIIOONN FORM I

FOR PROPOSED 150 ADMISSIONS MEDICAL COLLEGE AND HOSPITAL CAMPUS

AT SATNA, MADHYA PRADESH

DEVELOPED BY M/S PIU, PUBLIC WORKS DEPARTMENT, SATNA

(On Behalf of Medical Education Department, Government of MP)

Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Contents I. Basic information ...... 3 II. Activity ...... 6

1) Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.) ...... 6 2) Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply): ...... 10 3) Use , storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health...... 11

4) Production of solid wastes during construction or operation or decommissioning (MT/month) ...... 12 5) Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)...... 13 The project does not envisage any major air pollution sources except operation of DG sets during power failure and vehicular traffic...... 13 6) Generation of Noise and Vibration, and Emissions of Light and Heat: ...... 14

7) Risk Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea: ...... 15 8) Risk of accidents during construction or operation of the Project, which could affect human health or the environment ...... 16

9) Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality ...... 17 III. Environmental Sensitivity ...... 17 IV. Terms of Reference for EIA Studies ...... 19

FORM I Page | 2 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

FORM I Appendix I (See Paragraph-6) I. Basic information S.No. Items Details Proposed 150 admissions medical college & hospital 1. Name of the project/s at Satna, Madhya Pradesh by M/s Public works Department (PIU-Satna) As per the EIA notification 2006 and its amendments 2. S. No. in the schedule all the building construction projects/area development projects and township projects come under schedule 8. Proposed capacity / area / Plot Area = 1,77,638.598 m2 (43.89 Acres) length/tonnage to be handled 3. FAR Achieved = 81,258.566 m2 /command area/lease area Built Up Area = 84,096.575m2 /number of wells to be drilled

4. New/Expansion/Modernization New

5. Existing Capacity/Area etc. -

As per the EIA Notification 2006 and its amendments 6. Category of Project i.e. ‘A’ or ‘B’ Project falls under Category B Does it attract the general 7. No condition? If yes, please specify. Does it attract the specific 8. No condition? If yes, please specify. 9. Location Plot/Survey/Khasra No. Village Kirpalpur Tehsil Raghuraj Nagar District Satna State Madhya Pradesh Nearest railway station/airport Nearest Railway Station: 10. along with distance in kms.  Sakariya railway station – Approx. 3.77 km in NE

FORM I Page | 3 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Nearest Airport:  Satna Airport- approx. 3.10 km  Jabalpur airport – Approx. 176.4 km in SW (Source of information:- Google Earth Pro) Nearest Town, city, District Project site falls in Raghuraj nagar taluka, However the 11. Headquarters along with district headquarter is Satna which is approx. 5.5 km distance in kms. Village Panchayats, Zilla Parishad, Municipal Local Body : Municipal Corporation 12. Corporation, Local body Satna Municipal Corporation (complete postal addresses with MP Nagar, Satna, Madhya Pradesh 485001 telephone nos. to be given) 13. Name of applicant Sh. Subash Patil 14. Registered Address MP SH 11, Majhgawa, Madhya Pradesh 485331 Address for correspondence :

Name Sh. Subhash Patil Designation Office of Divisional Project Engineer (Owner/Partner/CEO) (Project Implementation Unit) 15. Address At Public Works Department, Satna. Pin Code 07672-222076 Telephone No.

Fax No. [email protected] E-mail Details of Alternative Sites examined, if any. Location of 16. No these sites should be shown on a topo sheet. 17. Interlinked Projects No Whether separate application of interlinked project has been 18. No submitted?

FORM I Page | 4 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

19. If yes, date of submission - 20. If No, reason - Whether the proposal involves approval/ clearance under: if yes, details of the same and their status to be given. Proposal involves approval/ clearance under : (a)The forest (Conservation) act, (a)The forest (Conservation) act, 1980: No 21. 1980? (b) The wildlife (Protection) act, 1972: No (b) The wildlife (Protection) act, (C) The C.R.Z Notification, 1991:NA 1972? (C) The C.R.Z Notification, 1991? The following Govt. Orders / Policies are to be followed to the project :- 1. National Building Code (NBC) 2016 2. MP building bye laws 3. Water Pollution (Prevention & Control) Act, Whether there is any 1974,Air Pollution (Prevention & Control) Act, 1981 22. Government Order/Policy 4. Environment Protection Act, 1986 relevant/relating to the site? 5. Municipal Solid Waste Management Rules, 2016 6. hazardous waste management rules 2016 7. EIA Notification, 2006 and its amendments 8. Manual on norms and standards for environment clearance of large construction projects issued by MoEF. 23. Forest land involved (hectares) No Whether there is any litigation pending against the project and /or land in which the project is 24. propose to be set up? No (a) Name of the Court (b) Case No. (c) Orders/directions of the

FORM I Page | 5 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Court, if any and its relevance with the proposed project.

II. Activity 1) Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.) Details thereof (with approximate S.No. Information/Check list Yes/No quantities /rates, wherever possible) with source of information data Permanent or temporary change in land use, land cover The proposed site is vacant land, which or topography including Yes shall be developed to proposed medical 1.1 increase in intensity of land college and hospital so there shall be use (with respect to local land alteration in land use. use plan) The site will involve clearance of small Clearance of existing land, No 1.2 grasses at site but will not involve the vegetation and buildings? clearance of existing building. New construction shall involve create 1.3 Creation of new land uses? Yes new land use Geo technical investigation will be done Pre-construction investigations to find the suitability of soil for 1.4 Yes e.g. bore houses, soil testing? providing for adequate foundations for the proposed structure.

Construction works? Construction of new structures will be 1.5 Yes done. The project site has pre-existing 1.6 Demolition works? No structures in area but demolition is not required. All the construction activity including Temporary sites used for stocking of raw materials will be construction works or confined within the project site only. Inside the proposed site, a small area 1.7 housing of construction Yes workers? will be utilized temporarily for construction of sheds for the labor. Local labors from nearby area will be hired. Sanitation facilities will be

FORM I Page | 6 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

developed at site. Above ground buildings, Excavation will be carried out for structures or earthworks foundation of buildings. The excavated 1.8 Yes including linear structures, soil will be re used in backfilling and cut and fill or excavations other area development activities. No underground works including Underground works mining/ tunneling is required except 1.9 including mining or No excavation of earth for basements and tunneling? foundation. 1.10 Reclamation works? No No reclamation work required. 1.11 Dredging? No No dredging required. 1.12 Offshore structures? No No offshore structures required. No production/manufacturing process Production and 1.13 No involved as the project is mixed use manufacturing processes? project. Raw material will be stored at site in a covered area. Cement will be separately Facilities for storage of goods 1.14 Yes stored under cover in bales. Sand will be or materials? stacked neatly under tarpaulin cover. Bricks and steel will be laid in open. Solid Waste: During construction stage, waste will be generated mainly from construction activities and municipal solid waste from labour resting areas. Adequate measures will be taken for proper collection and disposal of the debris by the engaged civil contractors. Facilities for treatment or Domestic effluents will be collected in 1.15 disposal of solid waste or Yes septic tanks followed by soak pits liquid effluents? Operational Phase: The solid waste generated from project will be mainly domestic in nature and the quantity of the waste will be 4,476 kg/day. Solid wastes generated will be segregated into biodegradable (waste vegetables and foods etc.) and non- biodegradable (papers, cartons,

FORM I Page | 7 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

thermocol, plastics, glass etc.) components and collected in separate bins. The biodegradable organic wastes will be treated inside the premises. Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Liquid effluents: The waste water in operation phase will be treated up to tertiary level in a STP of 830 KLD capacity and The treated water i.e. will be re used for flushing (241 KLD) greenbelt development (131 KLD), DG cooling (1 KLD). Dewatered/dried sludge generated from the STP plant will be used as manure for green belt development. Local labourers will be hired from Facilities for long term nearby areas during construction phase. 1.16 housing of operational No So, there will be no need to create workers? permanent facilities for long-term housing of operational workers. The site has good connectivity to Kushwaha road. Only internal roads; paths will be developed for vehicular New road, rail or sea traffic movements for transportation of 1.17 during construction or No construction material during operation? construction phase whereas internal tracks and paths will be developed for traffic circulation (to avoid any congestion) during operational phase. New road, rail, air The site is well connected through the waterborne or other transport road network. The nearest road is 1.18 infrastructure including new No Kushwaha road which is adjacent to the or altered routes and stations, project site. ports, airports etc? Closure or diversion of Since the site has good connectivity to existing transport routes or sector road. Site has low traffic density; 1.19 No infrastructure leading to there will be no need for diversion or changes in traffic movements? closure of existing traffic routes.

FORM I Page | 8 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

There will not be any new/diverted New or diverted transmission 1.20 lines or pipelines? No transmission lines or pipelines around the Project. Impoundment, damming, No impoundment, damming, culverting, realignment or culverting, realignment or other changes 1.21 other changes to the No to the hydrology of surface watercourses hydrology of watercourses or is proposed. aquifers? There are no streams running across the 1.22 Stream crossings? No site. Construction Phase : During the construction phase the water requirement (approx. 1,447 ML) for construction activities will be met from Private water. No ground water will be extracted. Hence, there will be Abstraction or transfers of no impacts on ground water 1.23 water form ground or surface Yes environment during construction phase. waters? Operational Phase : The water supply will be through Municipal supply. The total water requirement will be Approx. 937 KLD during operation phase out of which total domestic water requirement is 806 KLD. There are no water bodies in the project Changes in water bodies or site. The project does not envisage any 1.24 the land surface affecting No alterations in water courses or change in drainage or run-off? drainage or the land surface affecting drainage or run-off. During the construction phase, about 15-20 trucks are estimated per week. Transport of personnel or Adequate parking space within the materials for construction, 1.25 Yes project site for loading and unloading of operation or materials will be provided. decommissioning? Adequate parking space (654 ECS) will be provided Long-term dismantling or No Long term dismantling or 1.26 No decommissioning or decommissioning or restoration works

FORM I Page | 9 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

restoration works? will be involved. Ongoing activity during decommissioning which could 1.27 No None have an impact on the environment? Local laborers from nearby area will be employed during the construction phase. In the operation phase, most of Influx of people to an area in the expected occupants will be from the 1.28 either temporarily or No surrounding areas. Hence, the project permanently? will lead to a redistribution of occupants within the city. Thus, no significant influx of people is envisaged. The landscaping will be carried out with mainly local species like cassia fistula, delonix regia etc. with a few ornamental 1.29 Introduction of alien species? No varieties of flora that are well suited to the local conditions like weigela, barberry, camellia, lilac etc. Loss of native species or There will be no significant impact on 1.30 No genetic diversity? the native species or genetic diversity. 1.31 Any other actions? No Not Applicable.

2) Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non- renewable or in short supply): Details thereof (with approximate Information/checklist S. No. Yes/No quantities/rates, wherever possible) confirmation with source of information data Land especially undeveloped or 2.1 Yes Proposed land is vacant land agricultural land (ha) During construction phase 1,447 amount of water will be required which will be provided by Private Water (expected source & tanker supplier. During operation 2.2 Yes competing users) unit: KLD phase, water supply will be provided through Municipal. About 564 KLD of fresh water will be required during operation phase of the project.

FORM I Page | 10 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Minerals such as sand and aggregates 2.3 Minerals (MT) Yes will be required during the construction phase. Construction material – stone, All materials for construction will be 2.4 aggregates, sand / soil (expected Yes arranged through select suppliers. source – MT) All material forests and timber will be 2.5 Forests and timber (source – MT) Yes provided by selected suppliers. However steel frames etc. shall be used to minimize the use of timber. Power/Electricity Details : Source: Madhya Pradesh Poorv Kshetra Vidyut Vitaran Company Energy including electricity and Ltd. 2.6 fuels (source, competing users) Yes Unit: fuel (MT), energy (MW) Requirement: Demand load shall be supplied by transformers: Transformers (33 kV/433V): 2 transformers of 200 kVA each. Any other natural resources (use 2.7 No Not Applicable appropriate standard units)

3) Use , storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health. Details thereof (with approximate Information/checklist S. No. Yes/No quantities/rates, wherever possible) confirmation with source of information data

Use of substances or materials, Diesel for DG sets will be stored in which are hazardous (as per drums in earmarked locations. It shall 3.1 MSIHC rules) to human health or Yes also be handled as per The the environment (flora, fauna, and Manufacture, Storage and Import of water supplies) Hazardous Chemical Rules, 1989 and Material Safety Data Sheet. Suitable drainage and waste Changes in occurrence of disease management measures (with frequent 3.2 or affect disease vectors (e.g. insect No spray of insecticides etc.) will be or water borne diseases) adopted in both the construction and operational phase such that there will be no stagnation of water or

FORM I Page | 11 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

accumulation of waste. This will effectively restrict the reproduction and growth of disease vectors. Socio-economic standard of people will improve due to increased Affect the welfare of people e.g. by employment opportunities provided 3.3 Yes changing living conditions? by this project. This will lead to better quality of life and will also set a standard for future developments in the area. Vulnerable groups of people who 3.4 could be affected by the project No Impacts of this type are not expected. e.g. hospital patients, children, the elderly etc. 3.5 Any other causes No Not Applicable

4) Production of solid wastes during construction or operation or decommissioning (MT/month) Details thereof (with approximate Information/Checklist S. No. quantities/rates, wherever possible) confirmation Yes/No with source of information data

Spoil, overburden or mine No such spoil, overburden or mine 4.1 No wastes wastes will be generated.

The total municipal (domestic) Municipal waste (domestic and 4.2 Yes solid waste to be generated is or mixed use wastes) approx. 4,476kg/day.

The hazardous wastes along with other wastes in the project will be used oil from DG sets, which is classified as per The Hazardous Hazardous wastes (as per Waste Category 5.1 as per The 4.3 Hazardous Waste Management Yes Hazardous Wastes (Management & Rules) Handling) Rules, 1989. Used oil from DG sets will be stored in HDPE drums in isolated covered facility. This used oil will be sold to authorized recyclers.

FORM I Page | 12 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Suitable care will be taken so that spills/leaks of used oil from storage are avoided. 4.4 Other industrial process wastes No Not applicable 4.5 Surplus product No Not applicable The Sludge generated from the STP Sewage sludge or other sludge plant will be dried and later will be 4.6 Yes from effluent treatment used as manure for green belt development. The construction waste will consist of excess earth and construction debris along with cement bags, steel in bits and pieces, insulating and packaging materials etc. Construction or demolition 4.7 Yes wastes Recyclable waste construction materials will be sold to recyclers. Unusable and excess construction debris will be disposed at designated places in tune with the local norms. Redundant machinery or Redundant machinery will not be 4.8 No equipment generated. Contaminated soils or other Contaminated soils or other 4.9 No materials materials will not be generated. Landscape wastes of 2.14 kg/day 4.10 Agricultural wastes Yes will be generated. 4.11 Other solid wastes No No other solids will be produced. 5) Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr). Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) confirmation with source of information data The project does not envisage any Emissions from combustion of major air pollution sources except 5.1 fossil fuels from stationary or Yes operation of DG sets during power mobile sources failure and vehicular traffic. No production processes involved. Emissions from production 5.2 No Hence, there will be no such processes emissions.

FORM I Page | 13 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Small quantities of fugitive emissions are envisaged during transport and handling of construction materials. Emissions from materials handling 5.3 Yes Such emissions will be temporary and including storage or transport controlled by the use of sprinkling and other viable techniques like covering of loose material. Emissions from construction This will be restricted to the 5.4 activities including plant and Yes construction phase and the equipment construction site only. Dust is anticipated during loading and unloading of construction material and excavation of upper earth surface. Dust or odours from handling of These will however be temporary in 5.5 materials including construction Yes nature, which will be controlled by materials, sewage and waste providing water sprinklers. Tarpaulin cover will be provided on stored loose materials to reduce the dust emission. Emissions from incineration of 5.6 No No incineration of wastes is proposed. waste Emissions from burning of waste Open burning of biomass/other 5.7 in open air (e.g. slash materials, No material will be prohibited on site. construction debris) 5.8 Emissions from any other sources No Not Applicable

6) Generation of Noise and Vibration, and Emissions of Light and Heat: Details thereof (with approximate Information/Checklist Yes/ S. No. quantities/ rates, wherever possible) with confirmation No source of information data Source of noise in the operational phase will be from backup DG sets (which will be in operation only during power failure) and pumps & motors. All the From operation of equipment machinery will be of highest standard of 6.1 e.g. engines, ventilation plant, Yes reputed make and will comply with crushers standard i.e. The DG set room will be provided with acoustic enclosure to have minimum 25 dB(A) insertion loss or for meeting the ambient noise standard whichever is on higher side as per E (P)

FORM I Page | 14 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Act, GSR 371 (E) and its amendments. Therefore, no significant impact due to operation of machinery is anticipated. From industrial or similar No industrial processes will be carried 6.2 No processes out. Due to various construction activities, there will be short-term noise impacts in the immediate vicinity of the project site. The construction activities will include From construction or Yes the following noise generating activities: 6.3 demolition  Concreting, mixing & operation of DG sets.  Construction plant and heavy vehicle movement. No blasting or mechanized piling will be 6.4 From blasting or piling No done. Some noise will be generated from From construction or vehicular movement in the construction 6.5 Yes operational traffic and operational phase but that will be mitigated with green belt.

From lighting or cooling No significant noise impact will result 6.6 No systems from lighting or cooling systems.

6.7 From any other sources No Not Applicable

7) Risk Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea: Details thereof (with approximate S.N Information/Checklist Yes/No quantities/rates, wherever o. confirmation possible) with source of information data The used oil from DG sets will be carefully stored in HDPE drums at isolated storage, and periodically From handling, storage, use or sold to authorized recyclers. All 7.1 No spillage of hazardous materials precautions will be taken to avoid spillage from storage as per The Hazardous Wastes (Management & Handling) Rules, 1989.

FORM I Page | 15 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

There will be no discharge of untreated sewage on land or into water bodies. Adequate treatment From discharge of sewage or of sewage will be carried out in a other effluents to water or the land 7.2 No STP of capacity 830 KLD, (expected mode and place of proposed within the project Discharge) premises. Treated sewage will be reused for flushing, landscaping, and D.G. Cooling. The DG Sets will be provided with stacks of adequate height. Hence By deposition of pollutants dispersion will be achieved and 7.3 emitted to air into the land or into No avoid deposition of pollutants in water significant concentrations at any single location. 7.4 From any other sources No Not Applicable Is there a risk of long term build 7.5 up of pollutants in the No Not Applicable environment from these sources?

8) Risk of accidents during construction or operation of the Project, which could affect human health or the environment Details thereof (with approximate Information/Checklist quantities/rates, wherever S.No. confirmation Yes/No possible) with source of information data To deal with any fire related From explosions, spillages, fires, accident, firefighting facility of single etc. from storage, handling, use or 8.1 Yes handed hydrant valve, long hose production of hazardous reel, and portable fire extinguisher substances shall be provided. 8.2 From any other causes No Not Applicable Could the project be affected by The project falls under seismic active natural disasters causing Zone III indicating high damage risk 8.3 environmental damage? (E.g. No zone. The buildings will be designed floods, earthquakes, landslides, as earthquake resistant and comply cloudburst etc.) with the required IS specifications.

FORM I Page | 16 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

9) Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality Details thereof (with approximate Information/Checklist quantities/rates, wherever S.No. Yes/No confirmation possible) with source of information data

Lead to development of Appropriate infrastructure like roads, Yes supporting. utilities, ancillary power supply, waste management development or development and waste water treatment will be stimulated by the project which developed within the project site. could have impact on the

environment e.g.:

• Supporting infrastructure (roads, 9.1 power supply, waste or waste Development of the Project will be water treatment, etc.) done as per designated land use Yes • Housing development - No • Extractive industries - No • Supply industries - Yes • Other Lead to after-use of the site, which 9.2 could have an impact on the No Not Anticipated environment The project will provide good Set a precedent for later infrastructure and better life style and 9.3 Yes developments will set an example for later developments in the areas. Have cumulative effects due to proximity to other existing or 9.4 No Not Applicable planned projects with similar effects

III. Environmental Sensitivity Aerial distance (within 15 km) S.No. Areas Name/Identity Proposed project location boundary

FORM I Page | 17 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Areas protected under international conventions, There is no such areas 1 national or local legislation for None within 15 km from the their ecological, landscape, site. cultural or other related value Areas which are important or sensitive for ecological reasons - Water body at the 2 Wetlands, watercourses or other Satna River distance of approx. 3 water bodies, coastal zone, km from the site biospheres, mountains, forests Areas used by protected, important or sensitive species of Water body at the 3 flora or fauna for breeding, Satna River distance of approx. 3 nesting, foraging, resting, over km from the site wintering, migration The depth of Inland, coastal, marine or groundwater is 10-14 4 Ground water underground waters mtrs meter below the ground level. 5 State, National boundaries None None Adjacent to the Site in Routes or facilities used by the Kushwaha road 6 public for access to recreation or N NH-73 other tourist, pilgrim areas Approx. 1.36 km in S 7 Defense installations None

Densely populated or built-up Shiv nagar 1.37kmin E 8 area Transport nagar 0.83 km in SW Art Degree college Areas occupied by sensitive man- 1.68 km in SSW made land uses (hospitals, schools, RK memorial Sec. 9 1.04 km school places of worship, community 2.61 km facilities) Birla hospital Areas containing important, high quality or scarce resources.

10 (ground water resources, surface None - resources, forestry, agriculture, fisheries, tourism, minerals)

FORM I Page | 18 Proposed 150 Admissions Medical College & M/s PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Areas already subjected to pollution or environmental 11 damage. (those where existing legal None There is no such area. environmental standards are exceeded) The site falls under the Areas susceptible to natural zone III as per the hazard which could cause the Seismic Zone Map of project to present environmental India. Adequate 12 problems (earthquakes, subsidence, Earthquakes measures will be taken landslides, erosion, flooding or during the extreme or adverse climatic construction of the conditions) proposed project.

IV. Terms of Reference for EIA Studies Not applicable for 8(a) Schedule of Building Construction Projects.

FORM I Page | 19 EENNVVIIRROONNMMEENNTT CCLLEEAARRAANNCCEE

AAPPPPLLIICCAATTIIOONN FFOORRMM IIAA

FOR

PROPOSED 150 ADMISSIONS MEDICAL

COLLEGE AND HOSPITAL CAMPUS

SATNA, MADHYA PRADESH

DEVELOPED BY

M/S PIU, PUBLIC WORKS DEPARTMENT,

SATNA

(On Behalf of Medical Education Department, Government of MP.

Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

INDEX

1. Table of Contents

1. Land Environment ...... 9

1.2. List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc...... 10

1.2.1 Key details of the project are as follow ...... 10

1.2.2 Water Consumption ...... 10

1.2.3 Power Requirement: ...... 11

1.2.4 Connectivity ...... 11

1.2.5 Parking Facility ...... 12

1.3. What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use and disturbance to the local ecology)...... 12

1.3.1. Impact on Existing facility ...... 12

1.3.2. Impact on Ecology ...... 12

1.4. Will be there any significant land disturbance resulting in erosion, subsidence & instability? (Detail of soil type slope analysis, vulnerability to subsidence, seismicity etc may be given)...... 13

2 1.4.1 Soil Erosion, Subsidence, Instability and Vulnerability ...... 13

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

1.4.2 Seismo-Tecto Analysis of the Area ...... 13

1.5. Will the proposal involve alteration of natural drainage system? (Give details on a contour map showing the natural drainage near the project site)...... 13

1.7. Give details regarding water supply, waste handling etc. during the construction period...... 14

1.7.1. Water Supply during Construction Phase ...... 14

1.7.2. Sewage Generation and Disposal during Construction Phase ...... 14

1.7.3. Waste generation during construction phase ...... 15

1.8. Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity)...... 15

2. Water Environment ...... 16

2.2 Give the total quantity of water requirement for the project with the breakup of requirements for various uses. How will the water requirement be met? State the sources & quantities and furnish a water balance statement...... 16

2.2.1. Water requirement for the project during construction and operation phase 16

2.3 What is the capacity (dependable flow or yield) of the proposed source of water? 18

2.4 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, Biological characteristics with class of water quality)...... 20

2.5 How much of water requirement can be met from the recycling of treated

3 wastewater? (Give the details of quantities, sources and usage) ...... 20

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

2.6 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption ...... 20

2.7 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity ...... 20

2.8 Give Details of the water requirements met from water harvesting? Furnish details of the facilities created...... 21

2.9 What would be the impact of the land use changes occurring due to the project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way? ...... 23

2.10 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity and approvals obtained from competent authority, if any) ...... 24

2.11 What precautions/ measures have been proposed to check the surface run-off, as well as uncontrolled flow of water into any water body? ...... 24

2.12 How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels)...... 25

2.13 Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation). ... 25

2.14 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal)...... 25

2.15 Give Details of dual plumbing system if treated waste used for flushing of toilets or any other use...... 26

3. Vegetation ...... 26

3.1 Is there threat of the project to the biodiversity? (Give a description of the local

ecosystem with its unique features, if any)...... 26 4

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) ...... 26

3.3 What is the measure proposed to be taken to minimize the likely impacts on important site – features (Give details of proposal for tree plantation, landscaping creation of water bodies etc. along with a layout plan to an appropriate scale?)...... 26

4. Fauna ...... 27

4.1 Is there likely to be any displacement of fauna both terrestrial and aquatic or creation of barriers for their movement? Provide the details...... 27

4.2 Are there any direct or indirect impacts on the avifauna of the area? Provide details ...... 27

4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna...... 27

5. Air Environment ...... 27

5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed construction)...... 27

5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters...... 28

5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry and exit to the project site...... 29

5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc, with areas under each category ...... 29

5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above...... 30

5.6 What will be the impact of D.G. sets and other equipment on noise levels and vibration in ambient air quality around the project site? Provide details...... 30

5 6. Aesthetics ...... 31

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

6.1 Will the proposed construction in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents? ...... 31

6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? ...... 31

6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out...... 31

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the site have been considered? ...... 31

7. Socio-Economic Aspect ...... 32

7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details...... 32

7.2 Give details of the existing social infrastructure around the project...... 32

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? ...... 32

8. Building Material ...... 33

8.1 This may involve the use of building materials with high embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency) ...... 33

8.2 Transport and handling of materials during construction may results in pollution, noise and public nuisance. What measures are taken to minimize the impacts? ...... 33

8.3 Are recycled materials used in roads and structures? State the extent of savings achieved? ...... 34

8.4 Give detail of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project...... 34

9. Energy Conservation ...... 35

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

9.1 Give details of the power requirements, source and supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? ...... 35

9.2 What type and capacity of power backup do you plan to provide? ...... 36

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation? ...... 36

9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the project...... 37

9.5 Does the layout of street & building maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details...... 37

9.9 What are the thermal characteristics of the building envelope? (a) Roof (b) external walls and (c) fenestration? Give details of the material used and the U value or the R values of the individual components...... 39

9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans...... 40

9.11 If you are using glass as wall materials, provide details and specifications including emissivity and thermal characteristics...... 40

9.12 What is the rate of air infiltration in to the building? Provide details of how you 7 are mitigating the effects of infiltration...... 41

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

9.13 To what extent the non–conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. 41

10. Environment Management Plan ...... 41

Purpose of EMP ...... 41

Operation Phase ...... 43

LIST OF TABLES

Table 1-Geographical co-ordinates of the Site ...... 9 Table 2-Key details of project ...... 10 Table 3-Site surroundings ...... 11 Table 4-Parking Proposed ...... 12 Table 5-water demand during construction phase ...... 16 Table 6-Total water requirement (Operation phase) ...... 17 Table 7- Wastewater Calculation ...... 17 Table 8- Summary of Water available for Reuse and Recycle ...... 17 Table 9- Wastewater generation details ...... 20 Table 10-Calculation for storm water load ...... 22 Table 11 : Landscape Area Details ...... 27 Table 12-Parking Proposed ...... 29 Table 14- Specifications of Building envelope for proposed site ...... 39 Table 15: Suggested Monitoring Programme ...... 56

LIST OF FIGURES

Figure 1- Water balance diagram during non-rainy season ...... 18 Figure 2 : Section Detail of De silting chamber and RWH Pit ...... 23 Figure 3-Solid waste management scheme (Operation Phase) ...... 35 Figure 4-Environment management cell ...... 55

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

FORM I A (Only for construction projects listed under item 8 of the Schedule) APPENDIX II (See Paragraph -6) CHECKLIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring program)

1. Land Environment (Attach panoramic view of the project site and the vicinity)

1.1. Will the existing land use get significantly altered from the project that is consistent with the surroundings? (Proposed land use must conform to the approved Master Plan/Development Plan of the area. Change of land use, if any and the statutory approval from the competent authority are submitted). Attach Maps of (i) site location; (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans. Yes. Existing land use will get altered with construction of medical college and hospital facility in future, however proposed land use will conform the masterplan of the area. Proposed site is located at Satna, MP The geographical co-ordinates of the site are- Table 1-Geographical co-ordinates of the Site

S.No. Description Details 1. Corner-A 24°34'53.16"N 80°52'49.97"E 2. Corner-B 24°34'49.10"N 80°53'1.31"E 3. Corner-C 24°34'42.31"N 80°52'50.45"E 4. Corner-D 24°34'46.65"N 80°52'45.88"E

 Project site and its surroundings within 500 mtrs radius is attached annexure.

There are no significant physiographic features seen at the project site or the 9

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

surroundings. The entire area is monotonously flat. The project area possesses plain terrain. Highest contour levels are 97.5 m & the lowest levels are 93.6 m. 1.2. List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc. 1.2.1 Key details of the project are as follow Table 2-Key details of project

S.No. Parameters Details 1. Total Land Area 1,77,638.598 (43.89 acres) 2. Built up area 84,096.575 m2 3. Estimated population 16,364 persons 4. Water Demand 937KLD Fresh water demand- 564 KLD Recycled Water- 554KLD 5. Water Source Municipal Authority 6. Wastewater generation 692KLD 7. Wastewater treatment FAB based STP (830 KLD) 8. Power demand& Source 600 kVA (MPEB) 9. DG back up 1-125 kVA each 10. Rainwater harvesting 43 pits 11. Parking Proposed 654 ECS 12. Solid waste generation 4.4 TPD 13. Project Cost Approx. 230 Crores

1.2.2 Water Consumption i. Water Requirement during Construction Phase The water requirement during construction phase will be met from authorized water tankers. It is estimated that about 1,447 ML construction water will be used.

ii. Water requirement during Operation Phase

Gross water demand for the project is approx. 937 KLD, out of which the total fresh

water requirement for the project is expected to be around 564 KLD during non- 10

rainy/dry season. Refer section 2.1 for details. Page

M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

1.2.3 Power Requirement: iii. Power requirement during Construction Phase Since no labour camps will be set up during construction phase of the project, power requirement will only be limited to operation of construction equipment and machinery. The power will be sourced from nearest grid substation. Diesel Generator sets of capacity / number approximately 250 KVA x 1 Nos, will be used for power back-up. The numbers and capacities shall be finalized during detailed planning stage.

iv. Power requirement during Operational Phase The power shall be supplied by MPSEB. Demand load estimated for all the towers is approx. 600 kVA which shall be supplied by transformers: Transformers (33 kV/433V): D.G. set details: There is provision of DG Sets -1 DG sets of 125 kVA each for power back up in the proposed project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. Note: Nos. of DGs are based on the broad estimate and may change during operation phase.

1.2.4 Connectivity Site is well connected to transport facilities. Proposed site is adjacent to Kushwaha road in north and having central jail rd. in its south. Site surroundings and sensitivity areas within 15 km are stated below. Table 3-Site surroundings S.No. Particulars Name Distance ‘n’ Direction (approx.) 1. Nearest Railway Sakariya railway station 3.77 km ,NE Station 2 Nearest Airport Satna Airport 3.10 km Jabalpur airport 176.4 km, SW 3 Nearest Shiv nagar 1.37km, E Populated Area Transport nagar 0.83 km, SW 4 Nearest Road Kushwaha Rd Adjacent, N 5 Nearest NH NH-73 1.36 km, S 6 Nearest School Art Degree college 1.68 km, SSW 7 River Satna River 3.10km , E

(Source: Google Earth Pro)

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

1.2.5 Parking Facility Adequate parking provision will be kept for vehicles parking in the Project site. Besides this, internal road of sufficient width within the project will facilitate smooth traffic movement. Proposed project will consist of open and stilt parking. The parking space criteria and area requirement provided are summarized in the below tables. Table 4-Parking Proposed Proposed Parking Proposed area in Open 13,293.621 m2 Parking Proposed (25 m2/ECS) 13,293.621/25 = 532 ECS Proposed area in Stilt 3,673.609 Parking Proposed (30 m2/ECS) 3,673.609/30 = 122 ECS Total ECS Proposed 654 ECS

1.3.1. Impact on Existing facility  The proposed project is to be developed in an area of 43.89 acres land. The project will involve construction of roads and other infrastructures, green areas, open spaces, Proposed spaces etc. With these upcoming structures, it is expected that the land use pattern of the area will be enhanced without compromising on the socio-economic status of the local people

1.3.2. Impact on Ecology  The site area is a vacant, flat land with limited vegetation at the site. Clearing of vegetation on the site will involve temporary removal of local floral species found on the site.  It is expected that the development of this project, will bring in improvement in the landscape of the area. It has been planned to plant trees and develop lawns interspersed with project facilities together with conservation of existing

plantations. The project being a well-planned activity will result in organized 12

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

open spaces and green areas. About 43,452.93 m2of the area is earmarked for landscaping. The project will have an overall positive impact on the existing land use and will not cause any disturbance to the local ecology. 1.4. Will be there any significant land disturbance resulting in erosion, subsidence & instability? (Detail of soil type slope analysis, vulnerability to subsidence, seismicity etc may be given).

1.4.1 Soil Erosion, Subsidence, Instability and Vulnerability  The proposed site area is primarily a flat land and is not prone to high level natural erosions. The proposed construction will involve limited cutting and filling operations. The construction activities will result in loss of scanty vegetation. Digging and excavations in the project area would make the land susceptible to erosion during rainy season. However, these impacts will be limited to construction phase only. During project operations, green cover/ landscaping will reduce the chances of erosion and subsidence.

1.4.2 Seismo-Tecto Analysis of the Area  As per the seismic zoning map of India (IS: 1893, Part-1, 2002), the project site is located in the Zone III, classified as MSK VIII i.e., area having medium damage risk zone. The design of the project buildings will take into account the required seismic resistance. The details of soil type and its characteristics are attached. Annexure 1 – Baseline data of soil, air , water and noise 1.5. Will the proposal involve alteration of natural drainage system? (Give details on a contour map showing the natural drainage near the project site).  The project does not intersect any natural drainage route. No perennial or non- perennial drainage system is found to exist in the project area or being obstructed by the project. The surroundings comprise an urbanized stretch. Well planned storm water drainage has been designed to take care of internal storm water

drainage. Thus, no impact on the natural drainage system is anticipated.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

1.6. What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc?  During construction phase of area, some amount of excavation material will be carried out in order to provide foundation of basements. This excavated soil will be properly stacked within the site under tarpaulin cover and will be reused for backfilling purpose, road construction etc.  The top soil will be preserved separately and will be used for landscaping purpose the earthwork shall include soil excavation and cutting. Approx. 50,000 m3 of the earth will be moved. Excavated soil from the site will be utilized for project requirement. The surplus earth shall be used to fill up depression at site and low land.

1.7. Give details regarding water supply, waste handling etc. during the construction period.

1.7.1. Water Supply during Construction Phase  The water requirement for the construction phase will include water for construction activities such as curing and formation of concrete mixtures and water for domestic consumption. The water requirement for domestic purpose and workers at site will be 45litre per person per day (lpcd). The water required for drinking purposes shall be packed drinking bottles and for construction activities during the construction phase will be sourced from Municipal authority. During construction, foundation laying, brick-soaking, masonry, curing, concreting, whitewashing, laying of roofs and flooring activities require water. It is estimated that total volume of construction water required for the project during construction phase will be 1,447 ML.

1.7.2. Sewage Generation and Disposal during Construction Phase  The quantity of sewage generation during the construction phase will be approx.

7.2 KLD. Thus the sewage will be treated by providing small septic tanks, soak

14 trenches and sulabh shauchalaya type mobile toilets.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

1.7.3. Waste generation during construction phase  The expected solid waste during construction phase will include two types of wastes i.e. Construction debris and Domestic solid waste. The waste from construction activities has been estimated to be in the range of 15-25 kg/day. Construction and demolition (C&D) waste will be stored at the construction site in either skips or suitable containers and will be directly emptied at the notified disposal site/sites or transported to an available suitable facility. Waste disposal will be the responsibility of the site contractor.

1.8. Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity).  No. The site area is a flat land and the surroundings are characterized by an urbanized stretch. No low lying areas or wetlands are found in the region.

1.9. Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labor and the means of disposal).  No health hazards are expected during the construction phase. The laborers will be provided with face masks to minimize dust inhalation the expected solid waste during construction phase will include two types of wastes i.e. Construction debris and Domestic solid waste. The type and quantities of the solid waste generation during construction phase are as follows:  Construction debris will mainly comprise of excavated soil, rocks, bricks, and mortar, metals, wood and packaging wastes. Such wastes like bricks, stones, mortar will be used to level low lying areas within the project site which will constitute about 90% of the debris, other wastes like wood packaging material, metal, jute will be sold to scrap dealers.  Municipal solid waste will comprise of food waste, packaging wastes generated

onsite. This waste will be properly collected and disposed off to designated

disposal site as approved by authority. 15

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Used Oil from Diesel Generators will be collected on site and would be properly handled and stored in secure containers. Used oil will be disposed off to CPCB/ SPCB approved designated disposal site.

2. Water Environment

2.2.1. Water requirement for the project during construction and operation phase i. Construction Phase  The water requirement during the construction phase comprises of (i) fresh water for labourers, (ii) construction water.  Construction water includes embodied water requirement for major building materials used at site as well as the construction activities at site. Private Water tanker supplier will be hired for construction activities. No groundwater will be extracted for construction activities, it is envisaged that approx. 1,447 ML of treated/fresh water will be required for the water curing of building structures. Table 5-water demand during construction phase Description Area in m2 Total Rate of water Total water (Total) Occupancy demand requirement Labors - 200 45 lpcd 9 KLD Water curing 81,258.566 - 17.81 kl/m2 1,447 ML (Source:- Assessment of water resource consumption in building construction in India,S. Bardhan, Dept. of Architecture, Jadavpur University, India) It is estimated approx. 9 KLD of fresh water will be required for drinking purpose which will be imported in form of bottled cans from the local fresh water supplier during the days of construction

ii. Operation Phase

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

The total water requirement during operational phase of the site will be approx. 937 KLD. The domestic water requirements for the project will be approx. 806 KLD, Fresh water requirement for main uses shall be approx. 564 KLD, The source of water supply during operational phase is mainly municipal supply. For any shortage, the water shall be augmented from the tube well/ tanker water for the proposed buildings after obtaining proper permission from the concerned department. The daily water requirement calculation for proposed site area is given below table Table 6-Total water requirement (Operation phase)

Sl. Description Total Unit water Total Water No. Population/A Consumption Requirement rea in (m2) (LPCD) (KLD) 1. Main Uses (Domestic) a) Residential units Residents 2748 86 236.33 Visitors 323 15 4.85 Staff 162 45 7.29 b) Medical college Staff/ students 8,271 45 372.19 Visitors 170 15 c) Sports Complex Staff/students 2,400 45 108 Visitors 268 15 4.02 d) Canteen & Kitchen 2,023 35 70.80 Sub- Total of main uses 806.03KLD say 806 KLD 2. Other Uses a) DG cooling 125 kVA 0.9l/kva/hr 1 b) Horticulture 43,452.93 m2 3 lt/m2 130 Sub-Total (KLD) of other Uses 131 KLD Total Water demand Calculated for Proposed area (1+2) 937KLD Table 7- Wastewater Calculation

S.No. Description Quantity (KLD) 01 Fresh water requirement @ 70% Domestic water 564 KLD 02 Flushing water requirement @ 30% Domestic water 241 KLD 03 Wastewater Generation @ (80% of Freshwater + 100% of 692 KLD Flushing) 04 STP Capacity Proposed 830 KLD

Table 8- Summary of Water available for Reuse and Recycle

S.No. Description Quantity (KLD) 17 A) Recycled Water Available @ 80% of Waste Generated 554 KLD

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

B) Recycled Water Required 373 KLD 01 For Flushing Purposes 241 02 For Landscape 131 03 DG cooling 1 04 Surplus treated wastewater remain (A-B) 181KLD

Figure 1- Water balance diagram during non-rainy season

2.3 What is the capacity (dependable flow or yield) of the proposed source of water?  There will be municipal supply for the proposed project and it is a dependable source of water. Total domestic requirement during operational phase will be 806 KLD

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M/s PIU, Public Works Department 2.4 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, Biological characteristics with class of water quality).

 If the water supply source is not municipal, in that case water quality characteristics are mentioned in baseline data. (Refer Annexure-1)

2.5 How much of water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage)

 Total quantity of wastewater generation will likely to be 692 KLD. The generated sewage will be collected and treated in the in-house Sewage Treatment Plant of 830 KLD capacity. The treated wastewater will be re used for flushing (241 KLD), DG cooling (1KLD), landscaping (131 KLD).

2.6 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption

 No, there will not be any diversion of water from other users. Rise in water demand is a local phenomenon but the project would only involve spatial shifting of water demand within a region.

2.7 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity

 Total quantity of wastewater generation will likely to be 692 KLD. The generated sewage will be collected and treated in the in-house Sewage Treatment Plant of 830 KLD capacity. The treated wastewater will be re used for DG Cooling (1KLD) flushing (241 KLD), landscaping (131KLD).

Table 9- Wastewater generation details

Particulars Quantity

Daily load 693 KLD

Duration of flow to STP 24 Hours 20 Temperature 320 C

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

Inlet Outlet (Treated Wastewater) pH 6.0 - 8.5 6.0 – 8.5 T.S.S. (mg/l) 200-450 Less than 20 mg/l BOD5 270 C (mg/l) 250-400 Less than 10mg/l COD (mg/l) 600-800 Less than 30 mg/l Oil & grease ABS (mg/l) Up to 20 mg/l Less than 05 mg/l E. coli >106 MPN < 103 MPN

2.8 Give Details of the water requirements met from water harvesting? Furnish details of the facilities created.

 Rain water harvesting pits will be constructed all around the compound wall to collect rain water. Excess storm water will be allowed to drain into the external storm drain.  Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak hourly rainfall has been considered as 0.050 m/hr. The recharge pit of 2.5 m radius and 2.5 depth is constructed for recharging the water. The ground water level in the area is ranges from 14.5 meters bgl. The bottom of the recharge structure will be kept 5 m above this level. At the bottom of the recharge pit, a filter media is provided to avoid choking of the recharge bore.  The pit will be filled with rounded pebble 50 to 75mm size. The sectional detail of the proposed rain water recharge pit is shown below.  The path ways around the harvesting lines will be graded to facilitate drainage into trenches proposed around the compound. Recharge wells/pits are envisaged along the path of the storm water drains for rain water recharging & surplus water from the recharge wells/pits shall be diverted to the storm water drainage network.  The collected storm water will be allowed to percolate to the sub-soil by suitably designed percolation pits. The pits will be designed based on the soils percolation capability. The subsoil water table is high in these areas and however harvesting pits with bores will be provided.

 Percolation pits of suitable numbers will be provided for recharge of ground water

potential. A total of 43 rain water harvesting pits will be constructed. The 21 quantity of storm water load for the proposed construction project is given below.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

Table 10-Calculation for storm water load S. No. Type of Catchment's Run off Peak Rain water Surface Area (sq. mtrs) Coff. rainfall harvesting intensity potential (in 3 (in m) m /hr) 1. G.C. Area 14,014.910 0.60 0.072 605.44

2. Green Area 43,452.93 0.20 0.072 625.72

3. Paved Area 92,764.88 0.75 0.072 5009.30

4. Total Storm water load calculated 6240.46

5. Considering 15 mins (0.25) retention period 1.560.11

6. Taking the effective volumes of rainwater harvesting pits (5 39.25 mtrs depth, 2.5 mtrs dia.)

7. Rainwater harvesting pits calculated 39

8. However, total no. of rainwater harvesting Proposed 43

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

Figure 2 : Section Detail of De silting chamber and RWH Pit 2.9 What would be the impact of the land use changes occurring due to the project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way?  The project will include paved areas and thus the runoff from the plot is expected to increase due to reduced infiltration. However, the increased runoff will not cause flooding or water logging as a well-designed storm water drainage will be provided. The runoff will finally be collected into rainwater harvesting pits for groundwater recharging. The quality of the runoff is expected to improve due to paved areas.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 During the operational phase water demand will be fulfilled from municipal water supply. No adverse impact is expected on this account as extensive rainwater harvesting will be implemented across the project site. To reduce the freshwater demand and hence the groundwater stress, treated wastewater will be used for landscaping, DG cooling, flushing.

2.11 What precautions/ measures have been proposed to check the surface runoff, as well as uncontrolled flow of water into any water body?

The following management measures are suggested to protect the water quality are:  Avoid excavation during monsoon season.  Care would be taken to avoid soil erosion.  Community toilets shall be constructed on the site during construction phase and the wastewater will be channelized to the septic tank in order to prevent wastewater from entering the water bodies.  Any area with loose debris/soil within the site shall be fully planted by local plant species.  To prevent surface and ground water contamination by oil/grease, leak proof containers would be used for storage and transportation of oil/grease. The floors of oil/grease handling area would be kept effectively impervious.  Collection and settling in the storm water, prohibition of equipment wash downs, and prevention of soil loss and toxic release from the construction site will be adhered to minimize water pollution.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Most of the storm water produced on site will be harvested for ground water recharge. Thus proper management of this resource is a must to ensure that it is free of contamination. A detailed Storm Water Management Plan will be developed which will consider the sources of storm water. The plan will incorporate best management practices which will include the following:  Regular inspection and cleaning of storm drains.  Installation of clarifiers or Oil/Water separators/traps system of adequate capacity around parking areas and garages as per requirement.  Avoid application of pesticides and herbicides before wet season.  Conducting routine inspections to ensure cleanliness.  Preparation of spill response plans, particularly for fuel and oil storage areas. Provision of silt traps in storm water drains.

2.13 Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation).

 No, mostly local laborers will be employed during the construction phase and thus negligible quantities of wastes will be generated. Mobile toilets will be provided and the wastewater generated will be collected in septic tanks. 2.14 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal).  Construction Phase The quantity of sewage generation during the construction phase will be approx.

7.2 KLD. Thus the sewage will be treated by providing small septic tanks, soak

25 trenches and sulabh shauchalaya type mobile toilets.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Operational Phase Total quantity of wastewater generation will likely to be 692 KLD. The generated sewage will be collected and treated in the in-house Sewage Treatment Plant of 830 KLD capacity. The treated wastewater will be re used for HVAC & DG cooling (1 KLD), landscaping (131 KLD).

2.15 Give Details of dual plumbing system if treated waste used for flushing of toilets or any other use. Dual plumbing system that utilizes separate piping systems for freshwater and recycled wastewater will be adopted for the project. The recycled water system shall utilize this treated wastewater and serve for non-contact uses such as flushing, horticulture, DG cooling etc. 3. Vegetation 3.1 Is there threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any). No ecologically sensitive area falls within the project site. Hence, no ecological/biological threat has been anticipated. 3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project)  No. The project does not support any significant vegetation. It is proposed to develop a multilayered peripheral greenbelt of native plant species to enhance the aesthetic value of the region and also provide an excellent habitat for various faunal groups. There is Evergreen tall and ornamental trees have been proposed to be planted inside the premises. 3.3 What is the measure proposed to be taken to minimize the likely impacts on important site – features (Give details of proposal for tree plantation, landscaping creation of water bodies etc. along with a layout plan to an appropriate scale?).

 Total green area measures 43,452.93 sq.mtrs.A diverse variety of indigenous

evergreen and ornamental trees would be planted. The plant species will be 26

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

selected on the basis of Urban Standard Plantation norms and CPCB guidelines. Landscape Details are given in table below Annexure 2: Landscape plan Table 11 : Landscape Area Details Plot area 1,77,638.598 m2

Landscape area Proposed 43,452.93 m2 (24.46 % plot area)

As Per MoEF Guidelines One tree per 80 m2 of total area out of which minimum 50 % to be in the category of evergreen trees. Trees Required 1861 trees No of saplings proposed at site 1880 trees

4. Fauna 4.1 Is there likely to be any displacement of fauna both terrestrial and aquatic or creation of barriers for their movement? Provide the details.  No. The existing land use around the site is urban and does not provide a habitat for wild species. The multilayered peripheral greenbelt will provide an excellent habitat for the native fauna. 4.2 Are there any direct or indirect impacts on the avifauna of the area? Provide details  The project will not have any direct or indirect impacts on the avifauna of the area. However, planting of fruit bearing trees in the proposed greenbelt will be an attraction to the local bird population. 4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna.  Not applicable 5. Air Environment 5.1 Will the project increase atmospheric concentration of gases & result in

heat islands? (Give details of background air quality levels with

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed construction).  Ambient air monitoring is carried out at the project site. During the post construction phase, cars, scooter/motorcycle will be owned by the visitors of proposed project. Vehicular emissions will be major source of air pollution in addition to DG set. Quantum and dispersion of pollutants form vehicular emission will depend upon the following:  Volume of traffic on the roads,  Meteorological conditions.  Emission sources from D.G. Sets.

 From vehicular emissions, PM, NO2 and CO is pollutants of primary concern. The dispersion of vehicular emissions would be confined within100 m from the road and concentration will decrease with the increase in distance from road. It is anticipated that the contribution of vehicular emissions in ambient air quality will be marginal but well within the stipulated National Ambient. At higher wind speed dispersion will be faster.  Mitigation Measures: The Proposed project will develop green belt inside the premises of the project site and along the internal road, which will work as barrier for the movement of pollutants and help in pollution control.

5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters.  Dispersion modeling of pollutants from DG sets using ISCST3 software, resultant GLC for various airs will be carried out There is provision of DG Sets -1 Nos. DG sets of 125 kVA each for power back up in the Proposed Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. This

will cause emissions of PM, SO2, NO2 and CO. However, the D.G. Sets will be operational only during power failure and low sulphur diesel will be used.

Adequate stack heights of D.G. Sets will be provided as per the stipulated

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

guidelines of Central Pollution Control Board (CPCB) to facilitate natural dispersion of exhaust gases as given below considering height of the building:

 No, there will be no shortage in parking space after coming up this project as 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 project will be consists of stilt and open parking. The parking space

criteria and area requirement provided are summarized in table below Table 12-Parking Proposed Proposed Parking Proposed area in Open 13,293.621 m2 Parking Proposed (25 m2/ECS) 13,293.621/25 = 532 ECS Proposed area in Stilt 3,673.609 Parking Proposed (30 m2/ECS) 3,673.609/30 = 122 ECS Total ECS Proposed 654 ECS

5% of total parking will be reserved for handicapped /senior citizens near the lifts/escalators.

5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc, with areas under each category

 Internal roads of sufficient width, footpaths/pedestrian pathways have been well planned for the project.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above.

 No significant impact of noise has been anticipated within and outside of the project site due to provision of wide roads for smooth flow of traffic and greenbelt along the roads. Noise, due to the traffic, within site, will result in a marginal increase in the noise levels because noise control measures shall be provided in vehicles & DG sets as mentioned below, which will cause slight increase in noise level.

5.6 What will be the impact of D.G. sets and other equipment on noise levels and vibration in ambient air quality around the project site? Provide details.

 During operation, vehicular movement and operation of DG sets are the major sources of noise pollution. But both these activities- DG set and vehicular movement will not have any significant impact on the people residing in the area. Since DG set will not be operational continuously and moreover it will be placed away from proposed settlements and will be enclosed with suitable enclosures, hence no or minimal impact will be anticipated. It is envisaged that the movement of the motor vehicles will be restricted to designated carriageways only. Impacts on Air Quality due to DG Sets:  Impacts on ambient air during operation phase would be due to emissions from the stacks attached to backup DG sets only during grid power failure. Mitigation Measures for Impacts of DG Sets on Ambient Air Quality:

 Back up DG sets will comply with the applicable emission norms.  Adequate stack height for DG sets will be provided as per norms.  Back up DG sets will be used only during power failure.

 Monitoring of emissions from DG sets and ambient air quality will be carried out as per norms. 30

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

Noise Control Measures for DG sets:  DG room will be provided with acoustic lining / treatment to insure 25 dB (A) insertion loss as per the regulations.  Adequate exhaust mufflers will be provided as per norms to limit the noise. 6. Aesthetics 6.1 Will the proposed construction in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents?  The site lies in an urbanized settlement and is well planned. Thus, no obstruction of view or scenic beauty or landscape is anticipated. Furthermore, the construction will be planned in such a way that the organized open spaces and landscaped areas will render the plot aesthetically appealing 6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?

 No impacts anticipated.

6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out.

 The project will strictly follow the Area Building Regulation of NBC. All norms on Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and other parameters will be strictly adhered to.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the site have been considered?

 No anthropological or archaeological sites or artifacts are found near the site area.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

7. Socio-Economic Aspect

7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details.  No such changes anticipated.  Construction phase: Since local labourers will be engaged during construction phase, alteration to the existing demographic profile of the area is not anticipated.  Operation phase: The changing demography in the area is another impact that needs attention. The project will mainly lead to spatial redistribution of local population and hence no considerable influx of population is envisaged owing to the project. 7.2 Give details of the existing social infrastructure around the project.  The area around the project is surrounded by local land area. Areas occupied by sensitive man-made land uses like hospitals, schools, places of worship, community facilities including the good infrastructure facilities.

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?

 Construction phase: There are no religious sites or archeological monuments of historical significance in or near the project site. Hence, no adverse impact in this regard is anticipated. Rather, this phase will generate jobs that relate to unskilled, semi-skilled as well as skilled labour category. Few supervisory positions will also open up, for which local candidates will be considered based on merit.  Operation phase: The project will provide state-of-the-art facility in the area, thereby improving the quality of life.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

8. Building Material 8.1 This may involve the use of building materials with high embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency)  The proposed project has been planned incorporating green building principles and ECBC (Energy Conservation Building Code) standards. The project will include eco-friendly design, energy efficient systems, state of the art technology and compliance to all statutory regulations. It has been proposed to incorporate solar passive techniques in a building design to help minimize load on conventional systems such as heating, cooling, ventilation & light. Following will be considered to achieve a solar passive building design:  30% extra fresh air over minimum requirements of ASHRAE 62 for well-being of occupants in buildings  optimized insulation will be done in building envelope (walls & roof) to reduce external heat gain for better energy efficiency and reduced air-conditioning loads;  For the purpose of paved path, sun dried pavers will be used instead of baked pavers as they are manufactured through energy efficient processes. 8.2 Transport and handling of materials during construction may results in pollution, noise and public nuisance. What measures are taken to minimize the impacts?

 Mitigation Measures for Air Pollution during Construction Stage:  Construction materials will be suitably covered with tarpaulin cover etc during transportation.  Water sprinkling shall be done on haul roads where dust generation is anticipated.  Raw material storage and handling yard will be enclosed from all sides.  To minimize the occupational health hazard, proper personal protective gears

i.e. mask shall be provided to the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction Stage: 33

 Administrative as well as engineering control of noise will be implemented. Page

M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end.  To prevent any occupational hazard, earmuff / earplug shall be given to the workers working around construction plant & machinery emitting high noise levels.  Use of such plant or machinery shall not be allowed during night time. Careful planning of machinery operation and scheduling of operations shall be done to minimise such impact. 8.3 Are recycled materials used in roads and structures? State the extent of savings achieved?  Yes, for road construction fly-ash will be utilized. Recycled materials will be bought from outside sources and will be used as fillers in base and sub-base of the carriageway, footpaths pavements or pedestrian way, as needed.

8.4 Give detail of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.  During the operational phase, following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2016 Collection and Segregation of waste  The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste.  For waste collection, adequate number of colored bins (Green and Blue & dark grey bins– separate for Bio-degradable and Non Bio-degradable) are proposed to be provided at the strategic locations of the area.  Litter bin will also be provided in open areas like parks etc. Treatment of Waste  Bio degradable Waste

 Bio-degradable waste will be subjected to Organic Waste Converter and the compost/resultant will be used as manure.

 STP sludge is proposed to be used for horticultural purposes as manure.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Horticultural Waste is proposed to be composted and will be used for gardening purposes. Recyclable Waste  The cropped grass will be spread on the green area. It will act as manure after decomposition.  Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.  Disposal  Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2016. A Solid waste management Scheme is depicted in the following figure.

Govt. approved Recyclable Blue bins Vendor Non Biodegradable Waste Govt. approved Non-Recyclable Dark Grey Bins agency Solid waste

Biodegradable Organic Waste Green bins Manure Waste convertor

Figure 3-Solid waste management scheme (Operation Phase) 9. Energy Conservation 9.1 Give details of the power requirements, source and supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? Power Details

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

The power shall be supplied by MPSEB. Demand load estimated for Residential: - 3 x 200 kva, 11kv/0.415 kv oil type transformer with off load tap changer D.G. Sets Details There is provision of DG Sets -1 Nos. 125 kVA each for power back up in the proposed project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. Effective measures have been incorporated to minimize the energy consumption in following manners:

 Solar street lights. Solar blinkers. Roof top SPV (Solar Photo voltaic) systems with or without grid interaction.  All external lighting shall be BEE star rated. All internal lighting shall be BEE star rated and solar lit,  All common spaces including street lights (where there is no use of light for reading purposes), shall be of “LED”.  Solar street light controllers will be used for automatic dusk to dawn operation of street lights.  Traffic light, blinkers, direction signage, based on LEDs shall be powered by solar.  A minimum of 20% hot water requirement shall be met by solar water heating systems. Integration of automated system to operate electrical equipment as per load requirement to save energy 9.2 What type and capacity of power backup do you plan to provide? There is provision DG Sets -. 1 DG sets of 125 kVA each for power back up in the proposed project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. 9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation?

 Energy efficient double glazing windows shall be used for the project since they

offer superior thermal performance (Reduced solar heat gain) and help in 36 significantly reducing unwanted external noise of traffic.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the project.  It is recommended to provide solar shading panels to block harsh summer & mid- season radiation while allowing winter radiation in open space.  Internal roads shall be widened to allow more solar exposure during the winter day time to improve social interaction. Temporary shades and deciduous trees can also be used in the street of site area to provide shade during summer and mid-season;  Double glazed units for all external glazing to prevent solar heat gain inside the building  Solar PV on roof can generate electricity that can offset significant amount of internal lighting requirement of the whole project;  Window areas shall be optimized for daylight and for well-being of occupants

 Yes. It is proposed to install solar panels. The layout has been designed to maximize the potential for solar energy devices. Street lighting will be provided as per the required guidelines.  Solar hot water systems shall be provided to meet at least 20% of total hot water requirement of the entire project. Possibilities shall be explored to further maximize the fulfillment of hot water demand through solar hot water systems.  Roof top solar Photovoltaics and/or Building Integrated Photovoltaic on SW facade of building are being explored in the project to reduce dependency on conventional sources for electricity.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

9.6 Is the shading effectively used to reduce cooling/heating lands? What principles have been used to maximize the shading of walls on the East and the West and the Roof? How much energy saving has been effected?  The following techniques have been adopted to reduce cooling/heating loads:  Solar shading shall benefit by reducing external solar heat gains through windows.  Fixed sun louvers shall be provided on the South West, West and east facades so that it blocks harsh summer and mid-season radiation while allowing winter radiation in open space.  Openings on the buildings will be placed such that to facilitate proper air flow in the entire site;

9.7 Do the structures use energy-efficient space conditioning, lightening and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lightening intensity and air conditioning load assumption? Are you using CFC and HCFC free chillers? Provide specifications.  Yes. The walls and rooms will be insulated such that air conditioning load is reduced. Well-designed building structures will allow natural light to enter. Measures prescribed in Energy Conservation Building Code 2007 will be adopted to reduce the heat influx by walls, roofs and openings. Only prescribed quality of glasses will be used.

9.8 What are the likely effects of the building activity in altering the micro- climates? Provide a self assessment on likely impacts of the proposed construction on creation of heat island & inversion effects? Heat emissions from the proposed construction may be from the following sources:  Heat absorbed from the paved and concrete structures  Heat generated from equipment/appliances

 Heat increase due to population increase in project.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

However, the heat generated will not be significant and will be dissipated in the greens and open areas provided within the project area. 9.9 What are the thermal characteristics of the building envelope? (a) Roof (b) external walls and (c) fenestration? Give details of the material used and the U value or the R values of the individual components. Detailed Characteristics of building envelope are given below Table 13- Specifications of Building envelope for proposed site

Model Input Parameter Proposed Design case Climate Zone Composite [Zone 1] Exterior Wall Construction 8 Inch Block wall + plastering on both side U-factor=0.287 Btu/hr.ft².˚F Spandrel U factor-0.21 Btu/hr.ft².˚F Roof Construction 6Inch RCC Slab + under deck 2 inch EPS insulation with water proofing and tiles on top U-factor=0.108 Btu/hr.ft².°F, Roof reflectivity=0.45 Floor/Slab Construction 230mm RCC floor U-factor=0.264 Btu/hr.ft².˚F Window-Wall Ratio Overall Window-Wall-Ratio: 33.90% North WWR: 36.00% West WWR: 28.50% Non-North WWR: 31.80% Fenestration type U – factor = 0.32 Btu/hr.ft².⁰F, Fenestration U value SHGC = 0.28, Fenestration SHGC Shading coefficient = 0.33 VLT = 20% Skylight- Roof Ratio 2.60% Skylight U-factor = 0.32, SHGC = 0.28 Shading Devices As per design

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans.  Firefighting measures shall be adopted as per the guidelines of NBC. External yard hydrants installed around all buildings in the complex and galvanized steel fire hose boxes/cabinet (weather proof). All external yard hydrants shall be at one meter height from finished ground level as per NBC at a distance of 45 m along the road. External fire hydrants shall be located such that no portion of any building is more than 45 m from a hydrant and the external hydrants are not vulnerable to mechanical or vehicular damage.  Fire hydrant system will be provided within the buildings, fire escape staircases and refuge areas will be provided and the building structures will be planned as per NBC.In addition, 10 kg fire extinguishers will be providedfor class A, B, and

C fires. CO2 extinguishers will also be provided.

Precaution & Mitigation 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.  Special firefightingequipment like Automatic Fire Detection and alarm system, automatic Sprinkler System etc. would be installed as per the NBC standards.  Risk assessment with onsite disaster management plan will be specified to fire, smoke and other emergency conditions.

9.11 If you are using glass as wall materials, provide details and specifications including emissivity and thermal characteristics.  The project being Medical Institutional project will use of glass as wall material. All fenestration with U-factors, SHGC, or visible light transmittance determined, certified and labeled in accordance ISO 19669 shall be adopted.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

9.12 What is the rate of air infiltration in to the building? Provide details of how you are mitigating the effects of infiltration.  The project will not be centrally air conditioned. 9.13 To what extent the non–conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. Solar energy will be variedly used as:  Solar street lights and solar blinkers.  LED will be used in buildings to minimize the energy consumption.  Green area is provided along with tree plantation which will result in natural air cooling and will reduce the load on conventional energy sources. 10. Environment Management Plan The Environment Management Plan (EMP) would consist of all mitigation measures for each component of the environment due to the activities increased during the construction, operation and the entire life cycle to minimize adverse environmental impacts resulting from the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the sites including fire, Electrical etc. The detailed EMP for the project is given below. Purpose of EMP The Environment Management Plan (EMP) is a site specific plan developed to ensure that the project is implemented in an environmental sustainable manner where all contractors and subcontractors, including consultants, understand the potential environmental risks arising from the project and take appropriate actions to properly manage that risk. EMP also ensures that the project implementation is carried out in accordance with the design by taking appropriate mitigation actions to reduce adverse environmental impacts during its life cycle. The plan outlines existing and potential problems that may adversely impact the environment and recommends corrective measures where required. Also, the plan outlines roles and responsibility of the key personnel and contractors who will be in-charge of the responsibilities to manage the project site. 41

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 EMP prepares in accordance with rules and requirements of the MoEF&CC and CPCB/ SPCB  To ensure that the component of facility are operated in accordance with the design  A process that confirms proper operation through supervision and monitoring  A system that addresses public complaints during construction and operation of the facilities and  A plan that ensures remedial measures is implemented immediately. The key benefits of the EMP are that it offers means of managing its environmental performance thereby allowing it to contribute to improved environmental quality. The other benefits include cost control and improved relations with the stakeholders.

Major Elements of EMP

 Commitment & Policy: The management will strive to provide and implement the Environmental Management Plan that incorporates all issues related to air, water, land and noise.  Planning: This includes identification of environmental impacts, legal requirements and setting environmental objectives.  Implementation: This comprises of resources available to the developers, accountability of contractors, training of operational staff associated with environmental control facilities and documentation of measures to be taken.  Measurement & Evaluation: This includes monitoring, counteractive actions and record keeping. An Environmental Management Plan (EMP) will be required to mitigate the predicted adverse environmental impacts during construction and operation phase of the project and these are discussed in later subsections.

EMP for Air Environment

Construction Phase

To mitigate the impacts of PM during the construction phase of the project, the

following measures are recommended for implementation: 42

 A dust control plan Page

M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Procedural changes to construction activities Dust Control Plan The most cost-effective dust suppressant is water because water is easily available on construction site. Water can be applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material in transport, especially if material is transported off-site. Procedural Changes to Construction Activities Idle time reduction: Construction equipment is commonly left idle while the operators are on break or waiting for the completion of another task. Emission from idle equipment tends to be high, since catalytic converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation. Existing idle control technologies comprises of power saving mode, which automatically off the engine at preset time and reduces emissions, without intervention from the operators. Improved Maintenance: Significant emission reductions can be achieved through regular equipment maintenance. Contractors will be asked to provide maintenance records for their fleet as part of the contract bid, and at regular intervals throughout the life of the contract. Incentive provisions will be established to encourage contractors to comply with regular maintenance requirements. Reduction of On-Site Construction Time: Rapid on-site construction would reduce the duration of traffic interference and therefore, will reduce emissions from traffic delay.

Operation Phase To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase of the Colony, following measures are recommended for implementation: 1. DG set emission control measures 2. Vehicular emission controls and alternatives 3. Greenbelt development 1. Diesel Generator Set Emission Control Measures Adequate stack height will be maintained to disperse the air pollutants generated from

the operation of DG set to dilute the pollutants concentration within the immediate

vicinity. Hence no additional emission control measures have been suggested. 43 2. Vehicle Emission Controls and Alternatives

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 During construction, vehicles will be properly maintained to reduce emission.  Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the site to encourage non-polluting methods of transportation. 3. Greenbelt Development Increased vegetation in the form of greenbelt is one of the preferred methods to mitigate air and noise pollution. Plants serve as a sink for pollutants, act as a barrier to break the wind speed as well as allow the dust and other particulates to settle on the leaves. It also helps to reduce the noise level at large extent. The following table indicates various species of the greenbelt that can be used to act as a barrier. EMP For Noise Environment Construction Phase To mitigate the impacts of noise from construction equipment during the construction phase on the site, the following measures are recommended for implementation. 1. Time of Operation: Noisy construction equipment would not be allowed to use at night time. 2. Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift basis. Hearing protection such as earplugs/muffs will be provided to those working very close to the noise generating machinery. Operation Phase To mitigate the impacts of noise from diesel generator set during operational phase, the following measures are recommended: 1. Adoption of Noise emission control technologies 2. Greenbelt development 1. Noise Emission Control Technologies  The DG set room will be provided with acoustic enclosure to have minimum 25 dB (A) insertion loss or for meeting the ambient noise standard whichever is on higher side as per E (P) Act, GSR 371 (E) and its amendments.  It would be ensured that the manufacturer provides acoustic enclosure as an integral part along with the diesel generators set. Further, enclosure of the services area with 4 m high wall will reduce noise levels and ensure that noise is at a

permissible limit for resident of the site and surrounding receptors.

44 2. Greenbelt Development

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

A diverse variety of indigenous evergreen and ornamental trees would be planted. The plant species will be selected on the basis of Urban Standard Plantation norms and CPCB guidelines. EMP For Water Environment Construction Phase To prevent degradation and to maintain the quality of the water source, adequate control measures have been proposed. To check the surface run-off as well as uncontrolled flow of water into any water body check dams with silt basins are proposed. The following management measures are suggested to protect the water source being polluted during the construction phase: 1. Avoid excavation during monsoon season. Care would be taken to avoid soil erosion 2. Common toilets will be constructed on site during construction phase and the wastewater would be channelized to the septic tanks in order to prevent enter into the water bodies 3. Any area with loose debris within the site shall be planted. To prevent surface and ground water contamination by oil and grease, leak-proof containers would be used for storage and transportation of oil and grease. The floors of oil and grease handling area would be kept effectively impervious. Any wash off from the oil and grease handling area or workshop shall be drained through imperious drains 4. Collection and settling of storm water, prohibition of equipment wash downs and prevention of soil loss and toxic release from the construction site are necessary measure to be taken to minimize water pollution 5. All stacking and loading area will be provided with proper garland drains, equipped with baffles, to prevent run off from the site, to enter into any water body. Operation Phase In the operation phase of the project, water conservation and development measures will be taken, including all possible potential for rain water harvesting. Following measures will be adopted:

1. Water source development. 2. Minimizing water consumption. 45

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

3. Promoting reuse of water after treatment and development of closed loop systems for different water streams. 1. Water Source Development Water source development shall be practiced by installation of scientifically designed Rain Water Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an appreciation for water as a resource. 2. Minimizing Water Consumption Consumption of fresh water will be minimized by combination of water saving devices and other domestic water conservation measures. Further, to ensure ongoing water conservation, an awareness program will be introduced for the residents. The following section discusses the specific measures, which shall be implemented: 1) Domestic and Proposed Usage  Use of water efficient plumbing fixtures (ultra-low flow toilets, low flow sinks, water efficient dishwashers and washing machines). Water efficient plumbing fixtures uses less water with no marked reduction in quality and service  Leak detection and repair techniques.  Sweep with a broom and pan where possible, rather than hose down for external areas. Meter water usage: Implies measurement and verification methods.  Monitoring of water uses is a precursor for management. 2) Horticulture  Drip irrigation system shall be used for the lawns and other green area. Drip irrigation can save 15-40% of the water, compared with other watering techniques.  Plants with similar water requirements shall be grouped on common zones to match precipitation heads and emitters.  Use of low-angle sprinklers for lawn areas.  Select controllers with adjustable watering schedules and moisture sensors to account for seasonal variations and calibrate them during commissioning.  Place 3 to 5 inches of mulch on planting beds to minimize evaporation.

3. Promoting Reuse of Water after Treatment and Development of Closed Loop Systems

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

To promote reuse of wastewater and development of closed loop system for wastewater segregation, two wastewater schemes are suggested, namely: 1) Storm Water Harvest 2) Wastewater recycling Storm water harvest as discussed in earlier, will be utilized for artificial recharge of ground water sources; and wastewater will be reused on site after treatment. Treated wastewater will be used for landscaping, flushing, DG set cooling and recreational purpose. Following section discuss the scheme of wastewater treatment. 1) Storm Water Management Most of the storm water produced on site will be harvested for ground water recharge. Thus proper management of this resource is a must to ensure that it is free from contamination. Contamination of Storm Water is possible from the following sources:  Diesel and oil spills in the diesel power generator and fuel storage area  Waste spills in the solid / hazardous waste storage area  Oil spills and leaks in vehicle parking lots  Silts from soil erosion in gardens  Spillage of sludge from sludge drying area of sewage treatment plant A detailed storm water management plan will be developed which will consider the possible impacts from above sources. The plan will incorporate best management practices which will include following:  Regular inspection and cleaning of storm drains  Clarifiers or oil/separators will be installed in all the parking areas. Oil / grease separators installed around parking areas and garages will be sized according to peak flow guidelines. Both clarifiers and oil/water separators will be periodically pumped in order to keep discharges within limits  Covered waste storage areas  Avoid application of pesticides and herbicides before wet season  Secondary containment and dykes in fuel/oil storage facilities Conducting routine inspection to ensure cleanliness   Provision of slit traps in storm water drains

47  Good housekeeping in the above areas

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

2) Wastewater Treatment Scheme Wastewater generated at site during operational stage will be treated in sewage treatment plant of capacity 830 KLD based on FAB technology. EMP for Land Environment Construction Phase The waste generated from construction activity includes construction debris, biomass from land clearing activities, waste from the temporary make shift tents for the labors and hazardous waste. Following section discuss the management of each type of waste. Besides waste generation, management of the topsoil is an important area for which management measures are required. 1) Construction Debris Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for management of such waste. As concrete and masonry constitute the majority of waste generated, recycling of this waste by conversion to aggregate can offer benefits of reduced landfill space and reduced extraction of raw material for new construction activity. This is particularly applicable to the project site as the construction is to be completed in a phased manner. Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to contamination. Metal scrap from structural steel, piping, concrete reinforcement and sheet metal work shall be removed from the site by construction contractors. A significant portion of wood scrap will be reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers. Construction sites are sources of many toxic substances such as paints, solvents wood preservatives, pesticides, adhesives and sealants. Hazardous waste generated during construction phase shall be stored in sealed containers and disposed off as per The Hazardous Wastes (Management& Handling) Rules, 2016. Some management practices to be developed are:  Herbicides and pesticide will not be over applied (small-scale applications) and not applied prior to rain.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Paintbrushes and equipment for water and oil based paints shall be cleaned within a contained area and will not be allowed to contaminate site soils, water courses or drainage systems  Provision of adequate hazardous waste storage facilities. Hazardous waste collection containers will be located as per safety norms and designated hazardous waste storage areas will be away from storm drains or watercourses  Segregation of potentially hazardous waste from non-hazardous construction site debris  Well labeled all hazardous waste containers with the waste being stored and the date of generation  Instruct employees and subcontractors in identification of hazardous and solid waste  Wastes generated from temporary make shift labor tents will mainly comprise of household domestic waste, which will be managed by the contractor of the site. The sullage generated will be channelized to the septic tank.  Top Soil Management: To minimize disruption of soil and for conservation of top soil, the contractor shall keep the top soil cover separately and stockpile it. After the construction activity is over, top soil will be utilized for landscaping activity. Other measures, which would be followed to prevent soil erosion and contamination include:  Maximize use of organic fertilizer for landscaping and green belt development  To prevent soil contamination by oil/grease, leaf proof containers would be used for storage and transportation of oil/grease and wash off from the oil/grease handling area shall be drained through impervious drains and treated appropriately before disposal  Removal of as little vegetation as possible during the development and re- vegetation of bare areas after the project.  Working in a small area at a point of time (phase wise construction)

 Construction of erosion prevention troughs/berms. Operational Phase 49

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

The philosophy of solid waste management at the proposed complex will be to encouraging the four R’s of waste i.e. Reduction, Reuse, Recycling and Recovery (materials & energy). Regular public awareness meetings will be conducted to involve the residents in the proper segregation and storage techniques. The Environmental Management Plan for the solid waste focuses on three major components during the life cycle of the waste management system i.e., collection and transportation, treatment or disposal and closure and post-closure care of treatment/disposal facility. 1) Collection and Transportation  During the collection stage, the solid waste of the project will be segregated into biodegradable waste and non-biodegradable. Biodegradable waste and non- biodegradable waste will be collected in separate bins. Biodegradable waste will be treated in the project premises by organic waste converter. The recyclable wastes will be sent off to recyclables. Proper guidelines for segregation, collection and storage will be prepared as per MSW Rules, 2016.  To minimize littering and odor, waste will be stored in well-designed containers/ bins that will be located at strategic locations to minimize disturbance in traffic flow  Care would be taken such that the collection vehicles are well maintained and generate minimum noise and emissions. During transportation of the waste, it will be covered to avoid littering. 2) Disposal With regards to the disposal/treatment of waste, the management will take the services of the authorized agency for waste management and disposal of the same on the project site during its operational phase. EMP for Ecological Environment Construction activity changes the natural environment. But proposed project also creates a built environment for its inhabitants. The project requires the implementation of following choices exclusively or in combination. Construction Stage  Restriction of construction activities to defined project areas, which are

ecologically sensitive

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Restrictions on location of temporary labor tents and offices for project staff near the project area to avoid human induced secondary additional impacts on the flora and fauna species  Cutting, uprooting, coppicing of trees or small trees if present in and around the project site for cooking, burning or heating purposes by the labors will be prohibited and suitable alternatives for this purpose will be made  Along with the construction work, the peripheral green belt would be developed with suggested native plant species, as they will grow to a full-fledged covered at the time of completion. Operation Stage Improvement of the current ecology of the project site will entail the following measures: 1) Plantation and Landscaping 2) Green Belt Development 3) Park and Avenue Plantation The section below summarizes the techniques to be applied to achieve the above objectives: 1) Plantation and landscaping Selection of the plant species would be done on the basis of their adaptability to the existing geographical conditions and the vegetation composition of the forest type of the region earlier found or currently observed. 2) Green Belt Development Plan The plantation matrix adopted for the green belt development includes pit of 0.3m × 0.3m size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects could be taken into consideration. Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are proposed for the green belt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity. Selection of Plant Species for Green Belt Development

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

The selection of plant species for the development depends on various factors such as climate, elevation and soil. The plants would exhibit the following desirable characteristics in order to be selected for plantation  The species should be fast growing and providing optimum penetrability  The species should be wind-firm and deep rooted  The species should form a dense canopy  As far as possible, the species should be indigenous and locally available

 Species tolerance to air pollutants like SO2 and NO2 should be preferred  The species should be permeable to help create air turbulence and mixing within the belt  There should be no large gaps for the air to spill through  Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces  Ability to withstand conditions like inundation and drought  Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)  Attractive appearance with good flowering and fruit bearing  Bird and insect attracting tree species  Sustainable green cover with minimal maintenance.

3) Parks and Avenue Plantation 3).1. Parks and gardens maintained for recreational and ornamental purposes will not only improve the quality of existing ecology at the project site but also will improve the aesthetic value. 3).2. Avenue Plantation  Trees with colonial canopy with attractive flowering  Trees with branching at 7 feet and above  Trees with medium spreading branches to avoid obstruction to the traffic  Fruit trees to be avoided because children may obstruct traffic and general movement of public

EMP For Socio-Economic Environment

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

The social management plan has been designed to take proactive steps and adopt best practices, which are sensitive to the socio-cultural setting of the region. The Social Management Plan for Proposed project focuses on the following components: Income Generation Opportunity during Construction and Operation Phase The project would provide employment opportunity during construction and operation phase. There would also be a wide economic impact in terms of generating opportunities for secondary occupation within and around the complex. The main principles considered for employment and income generation opportunities are out lined below:  Employment strategy will provide for preferential employment of local people  Conditions of employment would address issues like minimum wages and medical care for the workers.  Contractors would be required to abide to employment priority towards localsand abide by the labor laws regarding standards on employee terms and conditions. Improved Working Environment for Employees The project would provide safe and improved working conditions for the workers employed at the facility during construction and operation phase. With the proposed ambience and facilities provided, the complex will provide a new experience in living and recreations. Following measures would be taken to improve the working environment of the area:  Less use of chemicals and biological agents with hazard potential  Developing a proper interface between the work and the human resource through a system of skill improvement  Provision of facilities for nature care and recreation e.g. indoor games facilities  Measures to reduce the incidence of work related injuries, fatalities and diseases  Maintenance and beautifications of the complex and the surrounding roads EMP For Energy Conservation Energy conservation program will be implemented through measures taken both on energy demand and supply. Energy conservation will be one of the main focus during the complex planning and

operation stages. The conservation efforts would consist of the following:

53 1) Architectural design

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 Maximum utilization of solar light will be done.  Maximize the use of natural lighting through design.  The orientation of the buildings will be done in such a way that maximum daylight is available.  The green areas will be spaced, so that a significant reduction in the temperature can take place. 2) Energy Saving Practices  Energy efficient lamps will be provided within the complex.  Constant monitoring of energy consumption and defining targets for energy conservation.  Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort levels. 3) Behavioral Change on Consumption  Promoting resident awareness on energy conservation  Training staff on methods of energy conservation and to be vigilant to such opportunities. Environmental Management System and Monitoring Plan For the effective and consistent functioning of the proposed complex, an Environmental Management system (EMS) would be established at the site. The EMS would include the following: 1) An Environmental management cell. 2) Environmental Monitoring. 3) Personnel Training. 4) Regular Environmental audits and Correction measures. 5) Documentation – standards operation procedures Environmental Management Plan and other records. 1) An Environmental management cell. Apart from having an Environmental Management Plan, it is also proposed to have a permanent organizational set up charged with the task of ensuring its effective implementation of mitigation measures and to conduct environmental monitoring. The

major duties and responsibilities of Environmental Management Cell shall be as given

54 below:

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

 To implement the environmental management plan.  To assure regulatory compliance with all relevant rules and regulations.  To ensure regular operation and maintenance of pollution control devices.  To minimize environmental impact of operations as by strict adherence to the EMP.  To initiate environmental monitoring as per approved schedule.  Review and interpretation of monitored results and corrective measures in case monitored results are above the specified limit.  Maintain documentation of good environmental practices and applicable environmental laws for a ready reference.  Maintain environmental related records.  Coordination with regulatory agencies, external consultants, monitoring laboratories.  Maintenance of log of public complaints and the action taken. Hierarchical Structure of Environmental Management Cell Normal activities of the EMP cell would be supervised by a dedicated person who will report to the site manager/coordinator of the proposed project. The hierarchical structure of suggested Environmental Management Cell is given in following Figure

Corporate Rep.from Site Environmen Co-orporate Manager t Divison Planning

Site Env. Co- ordinator

STP Green Belt operator Incharge

Figure 4-Environment management cell

2) Environmental Monitoring The purpose of environmental monitoring is to evaluate the effectiveness of implementation of Environmental Management Plan (EMP) by periodic monitoring.

The important environmental parameters within the impact area are selected so that any

55 adverse effects are detected and time action can be taken. The project proponent will

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Form IA At Satna, Madhya Pradesh

monitor ambient air Quality, Ground Water Quality and Quantity, and Soil Quality in accordance with an approved monitoring schedule. Table 14: Suggested Monitoring Programme S. No. Type Locations Parameters Period /Frequency

1. Ambient Air Project Site Criteria Pollutants: SO2, Once in a six months.

Quality NO2, PM2.5, PM10,CO 2. Groundwater Project site Drinking water parameters Once in a six months. (Portability testing) as per IS 10500. 3. Ambient Noise Project site dB (A) levels Once in a six months. 4. Fresh water quality Municipal As per IS 10500 potable Once in a six months. Supply water standards 5. Soil quality Project site Organic matter, C.H., N, Once in a six months. Alkalinity, Acidity, heavy metals and trace metal, Alkalinity, Acidity. 6. Waste Proposed Physical and Chemical Daily Basis. Characterization composition 7. Treated water Outlet of STP BOD, MPN, coliform Daily Basis. count, etc.

3) Awareness and Training and human resource development is an important link to achieve sustainable operation of the facility and environment management. For successful functioning of the project, relevant EMP would be communicated to: Contractors

Contractors must be made aware of the importance of waste segregation and disposal, water and energy conservation. The awareness can be provided by periodic Integrated Society meetings. They would be informed of their duties.

4) Environment Audit and Corrective Action Plan

To assess whether the implemented EMP is adequate, periodic environmental audits will be conducted by the project proponent’s Environmental division. These audits will be followed by Correction Action Plan (CAP) to correct various issues identified during the audits. 56

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M/s PIU, Public Works Department CONCEPTUAL PLAN

FOR PROPOSED 150 ADMISSIONS MEDICAL COLLEGE AND HOSPITAL CAMPUS

AT SATNA, MADHYA PRADESH

DEVELOPED BY M/S PIU, PUBLIC WORKS DEPARTMENT, SATNA

(On Behalf of Medical Education Department, Government of MP)

Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Contents Introduction ...... 3 General ...... 3 Project Location and Connectivity ...... 3 Land Environment ...... 4 Topography ...... 4 Seismicity ...... 4 Area Details ...... 6 FAR Details ...... 6 Population Density ...... 7 During the Construction Phase ...... 7 During Operational Phase ...... 7 Water Environment ...... 7 Hydrology ...... 7 Freshwater demand and source ...... 8 Construction Phase ...... 8 Operational Phase ...... 8 Wastewater generation and treatment ...... 12 During Construction Phase ...... 12 During Operational Phase ...... 12 Parking Details ...... 16 Rainwater Harvesting and Storm Water Drain ...... 17 Need for Rainwater Harvesting ...... 17 Power Requirement ...... 19 Solid Waste Generation ...... 19 During Operational Phase ...... 20 Collection and Segregation of waste ...... 21 Treatment of Waste ...... 21 Organic Waste Converter ...... 21 Technique for disposal of biodegradable waste ...... 22 Disposal ...... 24

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Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Landscape Details ...... 24 List of building materials being used at site ...... 26 List of Machinery Used During Construction ...... 26

Figure 1- Seismic zone map of India and State MP showing project location with marked hazard zone ...... 5 Figure 2-Process and Instrumentation of STP technology ...... 16 Figure 3-Waste Management-Construction Phase ...... 20 Figure 4-Organic Waste Convertor ...... 23 Figure 5: Solid Waste Management Scheme -Domestic Waste ...... 24

Table 1-Geographical co-ordinates of the site ...... 3 Table 2-Site surRings ...... 3 Table 3- Area Details ...... 6 Table 4- GR Coverage and FAR Details of Proposed Facility ...... 6 Table 5-Population details for proposed area ...... 7 Table 6-Water Demand during Construction Phase ...... 8 Table 7-water conservation measure ...... 8 Table 8-Water demand for the operational phase ...... 9 Table 9- Wastewater calculation with respect to STP ...... 9 Table 10-Wastewater Details ...... 13 Table 11-Parking Proposed ...... 16 Table 12-Calculation for Storm water load ...... 18 Table 13-Electrical Load Details ...... 19 Table 14: Calculation of Solid Waste Generation ...... 20 Table 15-Optimum condition for composting ...... 22 Table 16-Characterstic of Final Compost ...... 23 Table 17-Landscape area details ...... 25 Table 18-List of Trees Recommended as per CPCB ...... 25

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Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Introduction General  As per EIA Notification, 2006 & its amendments, all building construction and area development projects comes under schedule 8 and are required to obtain prior environmental clearance from State Environmental Impact Assessment Authority (SEIAA)/MoEF&CC. For the category 8(a), application seeking prior environmental clearance shall be made in the prescribed Form 1 annexed herewith and supplementary Form 1A and Conceptual Plan in SEIAA/MoEF&CC. The project shall be screened and scrutinized by respective SEAC/EAC. Following the appraisal of the project to the satisfaction of the SEAC/ SEIAA/MoEF&CC, Environmental Clearance shall be granted.  Since, the built up area of the project is 84,096.575 m2, it is categorized as 8(a) project, under the EIA Notification, 2006 and requires environmental clearance from the SEIAA, MP.

Project Location and Connectivity Site co-ordinates of the project site are as follow. Table 1-Geographical co-ordinates of the site S.No. Description Details 1. Corner-A 24°34'53.16"N 80°52'49.97"E 2. Corner-B 24°34'49.10"N 80°53'1.31"E 3. Corner-C 24°34'42.31"N 80°52'50.45"E 4. Corner-D 24°34'46.65"N 80°52'45.88"E

Site is well connected to transport facilities. Proposed site is adjacent to Kushwaha road in north and having central jail rd in its south. Site sur Rings and sensitivity areas within 15 km are stated below. Table 2-Site surroundings S.No. Particulars Name Distance ‘n’ Direction (approx.) 1. Nearest Railway Sakariya railway station 3.77 km ,NE Station 2 Nearest Airport Satna Airport 3.10 km

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Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Jabalpur airport 176.4 km, SW 3 Nearest Shiv nagar 1.37km, E Populated Area Transport nagar 0.83 km, SW 4 Nearest Road Kushwaha Rd Adjacent, N 5 Nearest NH NH-73 1.36 km, S 6 Nearest School Art Degree college 1.68 km, SSW 7 River Satna River 3.10km , E (Source: Google Earth Pro) Google map and topographical map showing site and surRings within 500 mtrs, 10 km and 15 km are attached. Annexure 1- Google map showing site and surRings within 500 mtrs Annexure 2-Toposheet map showing site and surRings within 10 and 15 km Land Environment This is state government land which is selected for the development of medical facility under central Ayushmaan Scheme. The proposed is falls in district Satna. Topography Satna district is one of representative district of Vindhya region of Madhya Pradesh. Satna district lies on Vindhyan Plateau, Tha Kaimurs, the Panna hills, and the Vindhyachal ranges, all belonging to the Vindhya system together with their spurs constitute the principal hills of the district. The Kaimurs range enters Maihar tehsil of the district at village Jhukehi on the border of Murwara tehsil, and runs through the entire length of Maihar and Amarpatan tehsil in an easterly direction slightly inclined to the north. At Jhukehi, the strike of the Kaimurs is displaced, producing the only gap in the whole length of the Vindhyan. Advantage of the gap is taken in the construction of the Mirzapur road and the Jabalpur-Allahabad section of Bombay -Calcutta railway line. The Panna hills enter northern portion of the district from Panna district and traverse the Raghu raj Nagar tehsil in a west-east direction and enter the Sirmaur tehsil of Rewa district. The Vindhyachal range is in the extreme north of the district cutting across in a west-east direction slightly inclined to the north

Seismicity Figures below show the Seismic Zone map for India Indicating project location and First Level Seismic Hazard Micro-zonation Map of Satna District

Conceptual Plan Page | 4 Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Project LocationLocatio n

Figure 1- Seismic zone map of India and State MP showing project location with marked hazard zone

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M/s Public Works Department (PIU-Satna) Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Area Details Project Site Site is having plot area of 43.89 Acres. The proposed site is having residential as well as hospital block in planning however, currently development shall take place under phase-I having residential and college facility. Total built up area of the site is calculated approx. 84,096.575 m2

Table 3- Area Details S.No. Particulars Total Area (m2) 1. Plot area 1,77,638.598 (43.89 acres) 2. Permissible GR Coverage (@30% of Plot Area) 53,291.580 3. Proposed GR coverage (@7.89 % of Plot Area) 14,014.910 4. Permissible FAR (@1) 1,77,638.598 5. Proposed FAR (@ .45 of PA) 81,258.566 6. Proposed Green area (@24.46 % of PA) 43,452.93 7. Open Area 1,63,623.688 Parking area 16,967.230 8. Stilt area 2,803.894 9. BUILT UP AREA 84,096.575 10. Height of the building (Medical college) 27.7 mtrs FAR Details Table 4- GR Coverage and FAR Details of Proposed Facility Block Building Name Floors No. of GR FAR area no. Blocks Coverage B1 Medical college G+5 1 6885.754 33762.598 B2 Type-2 residence S+9 1 591.622 5543.882 B3 Type-3 residence S+7 1 760.821 5576.456 B4 Resident doctor hostel S/G+5 1 566.341 4025.157 B5 Intern hostel (m) G+4 1 437.927 2009.160 B6 UG hostel(boys) G+8 1 888.100 7470.100 B7 Student Recreational G+1 1 1102.816 1733.778 block B8 Mess & food court G+3 1 787.852 3571.802 B9 Intern hostel (f) G+4 1 437.927 2009.160 B10 UG hostel(girls) G+8 1 888.100 7470.100 B11 ESS G+1 653.25 1306.5 B12 Guard room G 2 14.4 14.4 B13 Tribal hostel (girls) G+2 2 6238.566 14014.91 81258.566

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M/s Public Works Department (PIU-Satna)

Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Population Density During the Construction Phase The total manpower requirement during construction phase of area will be an approximate 150-200 person which includes workmen, labourers, supervisors, engineers, architect and manager. During Operational Phase The total population of the project will be approx. 16,364 persons that include residents; staff as well as Visitor population .The detailed population breakup including residents, staff members as well as visitors is given below Table 5-Population details for proposed area S. No. Description Floor Area Occupant Load, Floor Area Total (m2)/DU in m2/Person Population A. College Building Medical college 10 m2/person 8,441 Staff/ student 8,271 Visitors 170 B. Residential [Hostel + Quarters]

Residential population 2,748 Staff 162 Visitors 323 Sports Complex 2,667 Mess/Canteen block 2,023 Total Population (A-B) 16,364

Water Environment Hydrology It takes its name from the head quarter’s town, Satna. In turn the town derives its name from the Satna River, Satna, and the important river of the tehsil rises from the Panna hills, Raghuraj Nagar tehsil consists in the south of an alluvial plain watered by the Tons and its tributaries the Satna, and the Simrawal from the north-west and the Magardha and Nar from the south. The Panna hills cross the narrowest portion of the tehsil in a west-east direction slightly inclined to the north and separate the valley of the Paisuni, in part ravinous, from the plateau to the south. Further north is Vindhyachal range running from west to east, almost parallel to the Panna hills, through the former sand states of

Baraundha, Patharkachhar and the Chaube jagirs 7

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M/s PIU, Public Works Department

Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Freshwater demand and source Construction Phase The water requirement during the construction phase comprises of (i) fresh water for labourers, (ii) construction water. Table 6-Water Demand during Construction Phase Area in m2 Total Rate of water Total water Description (Total) Occupancy demand requirement Labors - 200 45 lpcd 9 KLD Water curing 81,258.566 - 17.81 kl/m2 1,447 ML (Source:- Assessment of water resource consumption in building construction in India,S. Bardhan, Dept. of Architecture, Jadavpur University, India) It is estimated approx. 9 KLD of fresh water will be required for drinking purpose which will be imported in form of bottled cans from the local fresh water supplier during the days of construction. It is envisaged that approx. 1,447 ML of treated/fresh water will be required for the water curing of building structures.

Operational Phase Total water demand for the proposed project shall be 937 KLD. Main source of supply shall be municipal authority. There will be a dual plumbing system for use of water for different applications thus saving on the high quality water. Installation of dual plumbing for using recycled water will save the potable water from authorized water agency. There will be two pipe lines, one supplying freshwater for drinking, cooking etc. And other for supply of recycled water for flushing, landscape irrigation, etc. this will result in saving of fresh water demand and life of existing sewerage will be improved. Other water conservation measure shall also be adopted to conserve water. Table 7-water conservation measure Measures Type Water Conservation Fixtures Dual plumbing cisterns, Dual flushing system, low flow taps, low flow urinals, sensor-based taps in commercial areas and facility areas, low faucet taps,

low flow showers, tap aerators, auto control valves and

8 pressure reducing devices

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M/s PIU, Public Works Department

Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

Monetary Measures Metering (flow water) and pricing of water Leakage Prevention Timely detection of leakages in pipeline & tanks Wastage Prevention Alarms for filling of tank Storm water harvesting Storm water collection and recharging system. Recharge pits to be provided for recharging collected rain water to ground.

Storage structures in form of underground tanks will be constructed within the project site for storage of water. Storage shall be provided for one day requirement. Detailed water consumption at the site is given in table below. Table 8-Water demand for the operational phase Sl. Description Total Unit water Total Water No. Population/ Consumption Requirement Area in (m2) (LPCD) (KLD) 1. Main Uses (Domestic) a) Residential units Residents 2748 86 236.33 Visitors 323 15 4.85 Staff 162 45 7.29 b) Medical college Staff/ students 8,271 45 372.19 Visitors 170 15 2.55 c) Sports Complex Staff/students 2,400 45 108 Visitors 268 15 4.02 d) Canteen & Kitchen 2,023 35 70.80 Sub- Total of main uses 806.03 KLD say 806 KLD 2. Other Uses a) DG cooling 125 kVA 0.9l/kva/hr 1 b) Horticulture 43,452.93 m2 3 lt/m2 130 Sub-Total (KLD) of other Uses 131 KLD Total Water demand Calculated for Proposed area (1+2) 937 KLD

Table 9- Wastewater calculation with respect to STP S.No. Description Quantity (KLD) 01 Fresh water requirement @ 70% Domestic water 564 KLD

02 Flushing water requirement @ 30% Domestic water 241 KLD

03 Wastewater Generation @ (80% of Freshwater + 100% of 692 KLD 9 Flushing)

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M/s PIU, Public Works Department

Proposed 150 Admissions Medical College & M/S PUBLIC WORKS DEPARTMENT (PIU-SATNA) Hospital At Satna, Madhya Pradesh

04 STP Capacity Proposed 830 KLD

Table 10- Recycle and Reuse details S.No. Description Quantity (KLD) A) Recycled Water Available @ 80% of Waste Generated 554 KLD B) Recycled Water Required 373 KLD 01 For Flushing Purposes 241 02 For Landscape 131 03 DG cooling 1 04 Surplus treated wastewater (A-B) 181 KLD

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

TOTAL WATER One time REQUIREMENT (937KLD)

Fresh Water Recycled/ Treated Water Demand Reuse (564KLD) (373KLD)

Flushing DG cooling Landscape (241KLD) (1 KLD) (131 KLD)

Wastewater generated Wastewater generated Wastewater generated Wastewater generated @ 80% @ 100% NIL NIL (451 KLD) (241 KLD)

Wastewater Generated-692 KLD STP capacity ∼ 20% more STP Capacity waste water generated 830 KLD

TO NEARBY CONSTRUCTION & TREATED WASTEWATER (@80%) OTHER ACTIVITIES 554 KLD 11 181 KLD

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M/s Public Works Department (PIU-Satna) Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Wastewater generation and treatment During Construction Phase The quantity of sewage generation during the construction phase will be approx. 7.2 KLD. Thus, the sewage will be treated by providing small septic tanks, soak trenches and Sulabh Shauchalaya type mobile toilets.

During Operational Phase Quantity of sewage generated during operational phase shall be approx. 692 KLD. The sewage will be treated through sewage treatment plant of capacity 830 KLD. The treated domestic sewage will be re used for flushing (241 KLD) greenbelt development (131 KLD) and DG cooling (1KLD) surplus treated water shall be reused in nearby areas.

Sewage Treatment Technology The design of sewage network shall be done in accordance with the CPHEEO guideline, NBC guidelines and reverent Indian Standards. Sewage generation is assumed to be 100% of flushing water and 80% of domestic water. The following parameters/ site conditions shall be kept in mind when designing the sewage, Sludge and storm water drainage system.

 Natural slope of the area.  Layout of different facility in the complex;  Possibility of using complete or part of the existing sewage network;  Sub-soil water table;  Provision of Sewage lifting station; (if required)  Provision of venting arrangement for manholes;  Construction of manholes & laying of pipes considering ground condition;  Termination of vent cowl at terrace level;  Provision of adequate slope for horizontal header in the under slung pipes especially for public toilets  Sewage flow starts with fractional capacity and builds up to full capacity in due course. An operational plan to meet this demand from a low flow to full flow will be part of the design.

An external sewage network shall collect the sewage from all units, and flow by gravity

12 to the proposed sewage treatment plant.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Following are the benefits of providing the Sewage Treatment Plant in the present circumstances:  Reduced net daily water requirements, source for Horticultural purposes by utilization of the recoverable waste water.  Reduced dependence on the public utilities for water supply and sewerage systems.  Sludge generated from the Sewage Treatment Plant shall be rich in organic content and an excellent fertilizer for horticultural purposes. Wastewater details are given in below Table 11-Wastewater Details Particulars Quantity Daily load 692 KLD Duration of flow to STP 24 Hours Temperature 320 C Inlet Outlet (Treated Wastewater ) pH 6.0 – 8.5 6.0-8.5 S.S. (mg/l) 200-450 Less than 20 mg/l BOD5 270 C (mg/l) 250-400 Less than 10 mg/l COD (mg/l) 600-800 Less than 30 mg/l Oil & grease ABS (mg/l) Up to 20 mg/l Less than 05 mg/l E. coli >106 MPN < 103 MPN Technology The technology is based on attached growth aerobic treatment followed by clarification by a tube settler. Lime will be dosed in for suppression of foaming tendencies. The clarified water will be filtered in a pressure sand filter after dosing of coagulant (alum) for removal of unsettled suspended impurities. This water will be passed through an activated carbon filter for removal of organics. The filtered water from ACF is then chlorinated & stored in the flushing tank. The attached growth fluidized aerobic bed reactor (FAB) process combines the biological processes of attached & suspended growth. It combines submerged fixed film with extended aeration for treatment of the waste water. The waste water after screening is collected in an equalization tank. The equalization tank is required for preventing surges in flow & facilitating equalization of characteristics over the entire quantity of effluent in a given time. A provision for pre-aeration is made in the

equalization tank in order to ensure mixing & to prevent the sewage from going septic.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

The equalized sewage is then pumped into the FAB reactor for biological processing. The water enters the bottom of the reactor & flows up through the fixed film media which grossly enhances the hydraulic retention time & provides a large surface area for growth of biological micro – organisms. The FAB reactor is aerated by fine pore sub – surface diffusers which provide the oxygen for organic removal. The synthetic media floats on the water & the air agitation ensures good water to micro-organism contact. The FAB treatment is an attached growth type biological treatment process where in, the majority of biological activity takes place on the surface of the PVC media. Continuous aeration ensures aerobic activity on the surface of the media. Micro – organisms attach themselves on the media & grow into dense films of a viscous jelly like nature. Waste water passes over this film with dissolved organics passing into the bio-film due to concentration gradients within the film. Suspended particles & colloid may get retained on this sticky surface where they are decomposed into soluble products. Oxygen from the aeration process in the waste water provides oxygen for the aerobic reactions at the bio- film surface. Waste products from the metabolic processes diffuse outward & get carried away by the waste water or air currents through the voids of the media. The aerated effluent passes into a tube deck settler for clarification. The theory of gravity tube settler system is that the carrier fluid maintains laminar flow in the settling media at specified maximum viscosity. These two parameters of a carrier fluid, flowing through a hydraulic configuration, will determine the velocity gradients of the flow, the height of boundary layer at the inclined surface and the residence time within the media. The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than 1000 and preferably, a number under 400. The laminar flow, through the inclined tubes, will produce velocity gradients sufficiently large to form an adequate boundary layer, where the velocity of fluid approaches zero. Boundary layers are necessary in functioning tube settlers, to allow suspended solids to separate from the viscous carrier fluid. Under gravitational forces, they will settle to the hydraulic surface of the tube and subsequently from the clarifier media. Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually discharged down. This downward rolling action increases particle contact and hence further agglomeration, which increases the sludge settle ability. Studies show that these agglomerated sludge particles can have a settling rate in excess of ten times the settling rate 14

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh of the individual floc particles in the influent. These heavy agglomerated masses quickly slide down the 60 degree inclined tube and settle at the bottom of the tank. Excess sludge from the bottom of the Tube settler shall be transferred into an adjoining aerobic digester cum thickener tank. In this tank sludge shall be aerated. The air shall be shut off periodically and supernatant water will be led back into the Equalization Tank. This way the sludge shall be thickened and its volume shall be reduced. The thickened sludge will be further solidified using a centrifuge or a filter press and the solid cakes will be used as manure in horticulture. The treated and disinfected water from the Chlorine Contact Tank will be passed through a Multigrid Filter, an Activated Carbon Filter and a Softener and then stored in a Treated Sewage Water Tank. Water from this tank will be used for the Cooling of DG system and for horticulture and other recreational activity within the site. Preventive measures to Avoid Leaching Treated sewage from Sewage Treatment Plant will be conveyed to Treated Sewage Tank through pipelines. All the joints from piping system will be checked periodically and carrying treated wastewater pipes will be laid in conduits wherever road crossings are expected. Thus no leaching of treated sewage into nearby water courses shall take place. Supervisors will be employed for overall operation & maintenance of water supply, waste water treatment and other utility services.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

BAR SCREEN CHAMBER

OIL AND GREASE CHAMBER

COLLECTION CUM EQUILISATION TANK

FAB TANK

TUBE SETTLING SLUDGE DRYING TANK BED

FILTER FEED TANK

TERTIARY TREATMENT (MGF,ACF)

Figure 2-Process and Instrumentation of STP technology Parking Details Adequate provision shall provide for vehicle parking at the project site not to disturb the traffic and allow smooth movement at the site. Proposed project will consist of open and stilt parking. The parking space criteria and area requirement provided are summarized in the below tables. Table 12-Parking Proposed

Proposed Parking Proposed area in Open 13,293.621 m2

16 Parking Proposed (25 m2/ECS) 13,293.621/25 = 532 ECS

Proposed area in Stilt 3,673.609 Page

M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Parking Proposed (30 m2/ECS) 3,673.609/30 = 122 ECS Total ECS Proposed 654 ECS

Rainwater Harvesting and Storm Water Drain A rainwater harvesting system comprises components of various stages -transporting rainwater through pipes or drains, filtration, and recharging the ground water through tanks. Percolation structures will be constructed for ground water recharge. Runoff from the first spell of rain carries a relatively large amount of pollutants from the air and catchments surface so the system will be provided with a filtration pit consisting of layers of sand, gravel and pebbles of relevant sizes to remove impurities from the collected rainwater. Need for Rainwater Harvesting Surface water is inadequate to meet the daily demand and we have to depend on ground water.

 Due to rapid urbanization, infiltration of rain water into the sub-soil has decreased drastically and recharging of ground water has diminished.  Rainwater harvesting prevents the flooding of low-lying areas in the site. 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 areas/shall be connected to adjacent drain by a pipe through catch basins. Therefore, it has been calculated to provide 43 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 pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes. 2. Storm water system consists of pipe drain, catch basins and seepage pits at regular

intervals for rain water harvesting and ground water recharging.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Rain water harvesting has been catered to and designed as per the guideline of CGWA. The recharge pit of 2.5 m radius and 2.5 depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed having adequate diameter with PVC slotted pipe up to a layer where sandy aquifers/ deeper aquifer permeable layers exist. The bottom of the recharge structure will be kept 5 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. 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. Further water conservation measures are suggested to be taken to reduce the water requirement are given table below. Plans showing storm water drainage network is attached. Table 13-Calculation for Storm water load S. No. Type of Catchment's Run Peak Rain water Surface Area (sq. mtrs) off rainfall harvesting Coff. intensit potential (in 3 y m /hr) (in m) 1. G.C. Area 14,014.910 0.60 0.072 605.44 2. Green Area 43,452.93 0.20 0.072 625.72 3. Paved Area 92,764.88 0.75 0.072 5009.30

4. Total Storm water load calculated 6240.46

18 5. Considering 15 mins (0.25) retention period 1.560.11

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

6. Taking the effective volumes of rainwater harvesting pits (5 39.25 mtrs depth, 2.5 mtrs dia.) 7. Rainwater harvesting pits calculated 39 8. However, total no. of rainwater harvesting Proposed 43 Power Requirement Table 14-Electrical Load Details Power Requirement Details Transformer Selection For Residential :- 3 x 200 kva, 11kv/0.415 kv oil type transformer with off load tap changer Source of Power Supply Madhya Pradesh Poorv Kshetra Vidyut Vitaran Company Ltd. DG proposed For Residential: - 1 x 125 KVA, 415V radiator cooled DG set in acoustic enclosure Location of DG Sets DG sets shall be placed on GR floor Stack Height As per CPCB norms and Local Authority

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 will be followed for the management solid waste:  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.  Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside agency for construction of roads etc.

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Figure 3-Waste Management-Construction Phase During Operational Phase The project will adopt a systematic approach for solid waste collection and disposal. Solid waste generated from the project will be collected properly and will be managed as per MSW Rules, 2016 and Bio medical waste management and handling rules 2016  Municipal waste shall be mainly categories in two classes. 1. Bio degradable Waste 2 Non- biodegradable Waste. The biodegradable portion dominates the bulk of MSW. This is mainly due to food and paper waste.  These solid wastes will be collected separately by putting separate bins at the source of generation.  It is estimated that maximum solid waste generation would be about 4,476 kg/day; Following are the solid waste generation rate has been considered as is given table. Table 15: Calculation of Solid Waste Generation

Category Counts (heads) Waste Generated (kg/day) Waste generation

Residential population 2,[email protected]/day 1,374

20 Staff/students 10,833 @0.25kg/day 2,708.25

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

Visitors 761 @0.15kg/day 87.515 Canteen & Kitchen staff 2,[email protected] kg/day 303.45 Landscape Waste (10.73 Acre) @0.2kg/acre 2.14 Total Waste Generated 4,476 kg/day (Source: http://cpheeo.nic.in/WriteReadData/Cpheeo_SolidWasteManagement/chap3.pdf ) Collection and Segregation of waste For Domestic Waste  A door to door collection system will be provided for collection of domestic waste in colored bins from every unit.  The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste.  For waste collection, adequate number of colored bins (Green and Blue & dark grey bins– separate for Bio-degradable and Non- Bio-degradable) are proposed to be provided at the strategic locations of the area.  Litter bin will also be provided in open areas like parks etc. Treatment of Waste Domestic Waste Bio degradable Waste  Bio-degradable waste will be subjected to the compost/resultant will be used as manure.  STP sludge is proposed to be used for horticultural purposes as manure.  Horticultural Waste is proposed to be composted and will be used for gardening purposes. Recyclable Waste  The cropped grass will be spread on the green area. It will act as manure after decomposition.  Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables. Organic Waste Converter The garbage will be collected and stored in garbage collection room and segregated as Biodegradable waste, Non-Biodegradable waste and Recyclable waste using different

color coded bins

 Bio degradable waste will be treated by OWC and used as a manure for gardening 21 area

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

 Recyclable wastes are inert waste which will be disposed through authorized recyclers.  The total excavated earth material will be used for refilling in the low-lying area. Technique for disposal of biodegradable waste Organic Waste Converter The Mechanical Composter involves a biomechanical process which decomposes bacteria and produces odourless pre-organic compost in 15 minutes. The machine occupies small area and provides a cleaner and better environment. Working Principle Mechanical Composter converts the organic waste into odourless, pre-compost manure in 15-20 minutes. The organic waste, free from foreign particles is fed into MC. The shredder reduces the organic waste into the optimum particle size for composting. Then it is mixed with moisture absorbing materials and Useful microorganisms. This mixture is then blended for a homogeneous mixture and is converted into pre-compost manure in 20 minutes. The pre-compost manure is then fed into aerated compost blocks or 12 - 15 days. The compost blocks or piles are specially designed for the pre-compost manure to have proper aeration and suitable environment to mature. The final manure will be rich in nutrients and used for the development of green belt. Salient Features of Organic Waste Converter (OWC)  Quick, easy to operate, less space requirement and odour free manure compared to other waste conversion process  Immediate and hygienic disposal of food waste  Waste minimization strategy followed by 3R Technique (Reduce, Reuse, Recycle)  Savings on Purchase of Manure for landscape  Savings on Waste Disposal Expenses  Elimination on the usage of chemical fertilizers  Carbon credit revenue in the future Optimum Conditions for Composting During Composting process, optimum conditions shall be maintained to achieve better compost value. The parameters mentioned below shall be maintained accordingly during

operation.

22 Table 16-Optimum condition for composting

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

S.No. Parameters Values 1. C/N ratio 30: 1 2. Particle Size 1/8 to 2 inches 3. Oxygen 15 % - 20 % 4. Temperature 55 - 65.5 ⁰ C 5. Moisture 40 % - 60 % 6. pH 6.5 - 7.5 Table 17-Characterstic of Final Compost S.No. Parameters Concentration (% except pH) 1. Total Nitrogen 1.3 2. Total Phosphorus 0.2-0.5 3. Total Potassium 0.5 4. Organic phosphorus 0.054 5. pH 8.6 6. Moisture 45-50 7. Organic Matter 30-70

Figure 4-Organic Waste Convertor

Benefits of organic waste converter:

23  Large quantity of solid waste is converted to fertilizer in a very short period

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

 This fertilizer can be sold as compost to farmers, or used for gardening  Machine requires less space and the efficiency is high  Manpower and maintenance are very less  This is one of the latest techniques of managing solid waste. Disposal Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2016. Solid waste management Scheme is depicted in the following figure.

Solid waste

Non Biodegradable Biodegradable Waste Waste

Recyclable Non-Recyclable Green bins

Blue bins Dark Grey Bins Composter

to Govt. approved to govt. approved Manure Vendor agency

Figure 5: Solid Waste Management Scheme -Domestic Waste

Landscape Details Total green area proposed for project is 43,452.93 m2 (24.46 % of plot area). A combination of evergreen and ornamental, palms, shrubs and ground covers planted along the sides of the road and in open space and set back area within the complex layout. Landscaping is an important element in altering the microclimate of the place. Proper landscaping reduces

direct sun from striking the buildings and heating up building surfaces, prevents reflected

light carrying heat into a building from the ground or surfaces, creates different air flow 24 patterns and can be used to direct or divert the wind advantageously by causing a pressure

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh difference. Shade created by tress & the effects of grass & shrubs reduce air temperature adjoining the building and provide evaporative cooling. Table 18-Landscape area details Plot area 1,77,638.598 m2 Landscape area Proposed 43,452.93 m2 (24.46 % plot area) As Per MoEF Guidelines One tree per 80 m2 of total area out of which minimum 50 % to be in the category of evergreen trees. Trees Required 1861 trees No of saplings proposed at site 1880 trees Table 19-List of Trees Recommended as per CPCB S.NO. S.N. C.N. E/D CSA(m^2) LA(cm CS S/T to air ^2) pollution 1. Acacia nilotica Arabic tree E 8293.74 135.70 S T 2. Aegle marmelos Beal tree E 26547.19 57.72 O T 3. Ailanthus excelsa D 152481.2 167.47 R T 4. Albizialebbeck The siris tree E 62509.32 272.51 R T 5. Albizia procera Koroi D 28471.26 286.74 R T 6. Anona reticulata Luvuni E 2017.44 50.91 R T 7. Anthocephalus Kadamba D 52233.5 106.72 S T chinensis 8. Artocarpus Kathal E 196419.1 106.86 O T heterophyllus 9. Barringtonia Hinjolo E 0 0 S T acutangula 10. Bauhinia acuminata Kanchan D 109.8 69.46 O T 11. Bauhinia purpurea Khairwal D 625.2 107.3 O T 12 Bauhinia varigota Kovidarah D 1769.52 53.2 O T 13. Bridelia squamosa Asanai D 58432.1 168.09 S T 14. Calotropis procera vellerruku E 87.7 50.06 O T 15. Cassia pumila Sarmal E 13273.7 118.47 R T 16. Diospyros Ebony D 324355.2 167.78 O T melanoxylon 17. Erythrina variegata Dadap D 22930.7 168.94 O T 18. Ficus religiosa Peepal E 144868.7 114.15 R T 19. Ficus virens Pipli E 197838.2 43.3 O T 20. Gliricidia sepium lilac D 13412.6 136.46 O T 21. Hibiscus rosasinensis Jasum E 61.47 44.7 R T 22. Ixora arborea - E 57.04 54.2 O T 23. Juniperus communis Havasha E 0 0 R S 24. Kigelia africana Sausage tree E 58432.21 267.6 R T 25. Lawsonia inermis Henna E 71.85 77.8 R T 26. Murraya paniculata Kamini E 1354.61 35.3 R T 27. Nyctanthus arbor- Harsinghar D 546.3 88.1 O T

tristis 28. Ouginia oojeinensis Tinis D 0 0 - T 29. Pithecellobium Dekhani E 2564.75 182.6 O T 25 ducle

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

30. Psidium guayava Guavatree E 9243.1 53.66 O T

(Source: Guidelines for developing Green Belts by CPCB, 2000) 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. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. Crazy (white marble) in grey cement 11. P.V.C. conduit 12. MDS, MCBs 13. PVC overhead water tanks 14. 2 1/2'’ thick red colour paver tiles 15. PPR (ISI marked) 16. PVC waste water lines 17. S.W. sewer line up to main sewer 18. PVC rain water down take 19. Stainless steel sink in kitchen 20. Joinery hardware- ISI marked List of Machinery Used During Construction o Dumper o Concrete mixer with hopper o Excavator o Concrete Batching Plant o Cranes o Road roller o Bulldozer o RMC Plant o Tower Cranes o Hoist

o Labor Lifts o Pile Boring Machines 26 o Concrete pressure pumps

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M/s PIU, Public Works Department Proposed 150 Admissions Medical College & Hospital Conceptual Plan At Satna, Madhya Pradesh

o Mobile transit mixer

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M/s PIU, Public Works Department