CONCEPTUAL PLAN For Development of Proposed

GOVERNMENT MEDICAL COLLEGE At District- Pratapgarh Gata No- 1056,1057,1059,1060,1061,1062,1063,1064,1065,Village- Pure Keshav Rai, Pargana, Tehsil & District- Pratapgarh Uttar Pradesh

Plot Area= 43285 m2 Built Up Area = 37338.80m2

To be Developed By

Uttar Pradesh Rajkiya Nirman Nigam Limited Raibareilly unit, District jail campus Raibareilly: 229001

Environmental Consultant Sawen Consultancy Services Pvt. Ltd. (QCI Accreditated) 409A, Sahara Shopping Centre, Faizabad Road Lucknow-260026, Telefax: 0522-2241212; Mobile: 7279444471-72 Email: [email protected] Website: www.sawenconsultancyservices.com

Doc No: SCSPL/EC-NOC/05/19-20 Date- 25/06/2019 Approved By: Satyendra Singh Company Seal:

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LIST OF CONTENTS

Chapter List of Chapters Page No. No. Executive Summary 3 1 Introduction 5 2 Project Description 19 3 Site Analysis 24 4 Project Planning 35 5 Proposed Infrastructure 38 6 Baseline environmental status 39 7 Environment Management Plan 57 8 Emergency Preparedness Plan 59 9 Analysis Of Proposal (Final Recommendations) 65 10 Disclosure Of Consultant 67

LIST OF TABLES Table No. List of Tables Page No. 1 Sources of pollutants in indoor air environment 7 2 Religion wise population distribution of Pratapgarh 15 2 Project summary 19 4 Capital expenditure 19 5 Recurring expenditure 20 7 GPS coordinates of the site 25 8 Block wise ground water resources of Pratapgarh district, U.P. 29 (as on 01-04-2009) 9 Land uses 35 10 Parking Area details 35 11 Plotted Population Break Up at Project Site 36 12 Water requirements during construction phase 40 12 Water use calculation 42 14 Treated effluent characteristics 49 15 Quantum of rainwater available for harvest 51 16 MSW generation from the proposed project 51 17 MSW characterization from the proposed site 51 18 CSR Budget Details 55 19 Surface water quality testing results 57 20 Noise monitoring results. 57 21 Noise limit standards 58

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EXECUTIVE SUMMARY

This document presents the findings of the Environmental Pre-Feasibility of the development of proposed Government Medical College, District- Pratapgarh, Uttar Pradesh. M/s SAWEN Consultancy Services Pvt. Ltd., Lucknow was contracted by Uttar Pradesh Rajkiya Nirman Nigam Limited to secure Environmental Clearance (EC) and No Objection Certificate (NOC) from Uttar Pradesh Pollution Control Board (UPPCB) for the proposed Medical College development.

The proposed project of Government Medical College, District- Pratapgarh having total Built up area 37338.80 m2. The project provides adequate open spaces, thereby making available more area defining the quality of recreational environment for residents.

The allocated land is having total plot area of 43285 m2. Site is easily approachable through NH- 96, NH 931 & NH 231 and well connected to various places, through national highways, rail links, bus ways, and telecommunication. The estimated cost of the project is Rs 213 Crore. The U.P. State Electricity Board will provide essential load of 2 MVA to meet the electrical requirement of the proposed project.

Appropriate firefighting measures including entry and exit way marking signs, emergency lights, ventilation, essential emergency electrical services and stationary fire pump (jockey) shall be provided for the proposed project.

In the layout, some area has been reserved for green belt development and a vision to create a buffer to help in creation of calm, serene, and cool environment for the residence and act as buffer between the building area and the adjoining traffic routes. Green belt planning on 10983.00 m2 and softscaping of 7512.20 m2 will be provided with ecological perspectives for the proposed project taking into consideration of urban biodiversity and native species. The site at present has tree belt throughout the land as natural landscape.

The water with overall requirement of 225 KLD shall be managed by 03 no. of Tube well with submersible pump. Traffic norms will be followed within housing and commercial project. The DG Set discharge shall be through stack of sufficient cumulative stack height of 3.57 m above the tallest building of (G+7) floors as per guidelines of CPCB. Noise level shall be maintained by providing acoustic enclosures in DG sets and traffic norms will be followed within building project.

STP of 200 KLD will be provisioned for the treatment of domestic waste within the proposed building. ETP of 10 KLD capacity will be provisioned for the treatment of laboratory waste water.

Natural slope of the area will be retained and will be graded to fall towards the roads or drain paths. Rain water will be made to percolate through 12 nos. of recharge pits proposed for ground water recharge. For traffic noise, plantation along the traffic route shall be provided to act as a noise barrier. It has been roughly estimated that out of the 601.7 kg/day of solid waste generated from the proposed building organic waste converter will be provisioned for organic waste compost for which 03 no. of transit centers of 1.1 cum capacity are to be provided. Well facilitated road area of 7074.95 m2 has been provided to ensure hassle free movement. Required Parking for the residents and floating population is fulfilled by parking facilities within the proposed institutional facility. 3

Surface parking of 8050 m2 has been provided in the project which would be sufficient to cater the parking needs of 350 ECS.

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CHAPTER 1: INTRODUCTION Development of sophisticated medical facilities is the need of the hour in order to cater the needs of the patients whose number is going up day by day. With increasing distress in day to day life and emerging environmental and medical concerns, it is imperative to develop medical facilities that can produce medical professionals of highest quality who can serve the society and nation in the best possible way. 1.1 ENVIRONMENTAL CONCERNS OF BUILDING & CONSTRUCTION PROJECT Building accounts for about a third of energy consumption world-wide and with institutional/housing and commercial areas contributing slightly more than half of that percentage. From 1980 to 2006, total building energy consumption worldwide has increased more than 46% whether such growth rates will continue in the future is uncertain. Use of water by buildings worldwide has grown significantly between 1985 and 2005. Such increases in water use are occurring in the context of stresses to the water supply caused by recent droughts and growing concerns about drying trends in the climates of Indian Subcontinent.

1.1.1 Building Construction Affects the Environment Using non-sustainable materials in the construction of the building has a temporary negative effect. Building construction is responsible for a huge percentage of the greenhouse gas emissions that have been affecting climate change. In fact, the buildings are responsible for nearly 28% of all CO2 emissions. Many of the materials used in the construction of buildings are produced in a non- sustainable way. The factories that make the materials produce damaging CO2 emissions.

1.1.2 Waste from Building Construction and Demolition The destruction and renovation of buildings result in a large amount of waste. Building waste often includes concrete, metals, glass, plastics, wood, asphalt, bricks and more. This waste is often disposed of in either landfills or incinerators. Not only does this pollute the land and the air, but the transportation required to remove such waste has a major impact on the environment as well. According to the Environmental Protection Agency, there were already over 170 million tons of debris generated in the construction and demolition of buildings in the U.S. alone in 2002. 61 percent of which were produced by non housing and commercial areas. The present proposal is about new development on vacant plot hence this category of waste generation is not applicable to this project.

1.1.3 Building Energy Consumption Buildings account for 40% of energy use worldwide (WBCSD).Energy used during its lifetime causes as much as 90% of environmental impacts from buildings (Journal of Green Building).Building operations consume more than 2/2 of all electricity (BuildingScience.com. Housing and commercial and commercial buildings consume 40% of the primary energy and 71% of the total electricity in the world. Energy consumed in the buildings sector consists of housing and commercial and commercial end users and accounts for 20.1% of the total delivered energy consumed worldwide. Energy consumption in the housing and commercial sector includes all energy consumed by households, excluding transportation uses. Consumption of delivered, or site, energy contrasts with the use of the primary energy that also includes the energy used to generate and deliver electricity to

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individual sites such as homes, offices, or industrial plants. In the International Energy Outlook 2026 (IEO2026), Reference case, delivered energy consumption in buildings worldwide increases by an average of 1.5%/year from 2022 to 2040. In the non-Organization for Economic Cooperation and Development (non-OECD) nations, consumption of delivered energy in buildings grows by 2.1%/year from 2022 to 2040, nearly three times the growth rate for the OECD nations. For the OECD region, housing and commercial energy consumption increases by an average of 0.6%/year from 2022 to 2040. As demand for household electronics increases, electricity surpasses natural gas as the largest source of energy for OECD housing and commercial use, accounting for 42% of total housing and commercial consumption in 2040. Accordingly, the shares of fossil fuels, including natural gas, liquid fuels, and coal, decrease. Housing and commercial sector electricity demand grows by an average of 1.0%/year over the projection period and natural gas consumption grows by 0.6% /year, compared with a decline of 0.2% /year for coal and liquid fuels. 1.1.4 Indoor Environment Is Detrimental To Human Health The quality of air inside the buildings, which is represented by concentrations of pollutants and thermal (Temperature and Relative Humidity) conditions that affect the health, comfort, and performance of occupants.

Indoor air quality (IAQ) is linked to health of the occupants:-IAQ is an important concern – both rural and urban. US EPA pointed out that indoor air pollution poses a greater risk than outdoor air pollution - people spend 80-90% of their time indoors (Yu and Browers, 2022) Carbon based gaseous pollutants (VOCs) indoors could be 2 to 5 times higher than outdoors. Presence of air pollutants in indoor environment a global issue due to adverse effects on human health (Tsakas, Siskos and Siskos, 2021).Indoor air pollution - ranked among the top five environmental health risks to the public by EPA. . Indoor air pollution – one of the top 10 deaths, disease risk factors - India Sick Building Syndrome: Building occupants experience acute health and comfort effects which are linked to time spent in the building, but no specific illness or cause identified. Not clinically diagnosable disease. Casual Factors: 1. Inadequate ventilation/air tightness / poorly designed ventilation systems. 2. High temperature and humidity levels. 3. Other indoor sources including combustion. 4. Infiltration of outdoor air contaminants into the indoor. 5. Use of cleaning products, paints, printers, pesticides and other VOCs generating products.

Table 1: Sources of pollutants in indoor air environment

Location Sources Pollutant Offices, government HVAC systems, carpets, painting Primary: PM, VOCs buildings & polishing , household cleaners, Additional : CO, NOx, SO2 aerosols, insecticides, pesticides and personal care products Parking areas Vehicular movement Primary : PM, CO, NOx, HC Additional : SO2, VOCs, PAHs, 6

Public places such as HVAC systems, carpets, painting Primary: PM, VOCs, Nicotine restaurants, hotels, & polishing , insecticides, Additional : CO, NOx, SO2 libraries, shopping malls pesticides, smoking, constriction (misc. sources activities Rural households using Biomass burning for cooking, Primary: PM, CO, BC biomass heating, waste burning. Kerosene Additional : CH4, NMOC burning for lighting,

1.2 LOCATION The proposed project of Government Medical College, District- Pratapgarh, Uttar Pradesh is located 5.22 Km in NE direction of Pratapgarh city.

Project site

Figure 1: Project site on satellite map.

1.3 DEMOGRAPHICS Population In 2011, Pratapgarh had population of 3,209,141 of which male and female were 1,606,085 and 1,603,056 respectively. In 2001 census, Pratapgarh had a population of 2,731,174 of which males were 1,362,948 and remaining 1,368,226 were females. Pratapgarh District population constituted 1.61 percent of total Maharashtra population. In 2001 census, this figure for Pratapgarh District was at 1.64 percent of Maharashtra population.

There was change of 17.50 percent in the population compared to population as per 2001. In the

7 previous census of India 2001, Pratapgarh District recorded increase of 23.54 percent to its population compared to 1991.

Figure 2: Population data for Pratapgarh district.

1.4 IDENTIFICATION OF PROJECT AND PROPONENT The proposed project of Government Medical College, Pratapgarh is being developed by Uttar Pradesh Rajkiya Nirman Nigam Limited, Raibareilly unit.

The proposed project of Government Medical College, at Pratapgarh is having built up area of 37338.80 m2 which is > 5,000 m2 hence the project falls under the preview of EC from SEIAA and NOC from the UPPCB.

1.5 THE MAIN OBJECTIVE OF THE PROJECT IS AS FOLLOWS 1. Development of sophisticated medical college facility to produce world class medical professionals. 2. To promote a healthy relationship between urban development and environment particularly emphasizing on effective and planned space utilization. 3. Reinforcement of natural infrastructure.

1.6 SITE HISTORY AND SITE SELECTION FOR PROPOSED PROJECT AND ITS APPROVAL Site is a vacant land which has been acquired by the proponent. The project site would be used for the development of Government Medical College in District Pratapgarh of Uttar Pradesh state. The site does not include any forest land or reserve area and sensitive area. The site is well connected through road, rail and air transport.

1.7 LAND USE- WITH REFERENCE TO PROPOSED LOCATION The proposed site is on vacant land which is not being used for any active agricultural practice and thus the development work at the proposed site would not lead to any loss of vegetation. The site also does not lie in between any animal movement corridor and thus the fauna would also not be disturbed except due to noise during construction. Proper noise damping measures would be taken.

1.8 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE PROJECT The benefit of constructing the proposed building is related to the direct employment to the people associated with the development. It provides employment to skilled and unskilled laborers during construction of the project. Additional employment opportunities will lead to a rise in the income 8 and improve employment opportunities for nearby population. The proposed facility will also generate jobs for the women labourers during construction phase. This will considerably reduce their travel time in any employment and therefore enable them to attend the childrens and their nutritional demands with house hold chores.

1.9 ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT

1. The Environment (Protection) Act, 1986 a. The Environment (Protection) Rules, 1986and Schedules b. Environment (Protection) Third Amendment Rules, 2002 c. Rules for the Manufacture, Use, Import, Export and Storage of Hazardous Micro Organisms Genetically Engineered Organisms or Cells, 1989 d. The Environment (Protection) (Second Amendment Rules), 1999 - Emission Standards for New Generator Sets

2. Plastic Waste Management Rules, 2016. E-Waste (Management) Rules, 2016. Construction and Demolition Waste Management Rules, 2016.

3. Solid Wastes Management Rules, 2016

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CHAPTER 2: PROJECT DESCRIPTION

2.1 PROJECT SUMMARY The proposed project of the development of the Government Medical College in District Pratapgarh, Uttar Pradesh will have following salient features:-

Table 3: Project summary Plot area 43285 m2 Ground Coverage 9664.85 m2 Road Area 7074.95 m2 Parking Area 8050.00 m2 Green Area 10983.00 m2 Softscaping area 7512.20 m2 Total Expected Population 1256 persons Electric Load 2 MVA Source of water supply 3 no. tube well with submersible pump Total Consumption of Water 225 KLD Total MSW generated 601.70 Kg/Day Transit centers 3, with 1.1 cum capacity each Built up area 37338.80 m2 Proposed rainwater harvesting pits 12 no. STP capacity 200KLD ETP capacity 10 KLD D.G. Set Capacity 2 DG sets of 320 KVA each Total Project Cost 213 Crore

2.2 PROJECT CATEGORY The proposed project of Government Medical College at District Pratapgarh is having built up area of 37338.80 m2 which is> 5,000 m2 hence the project falls under the preview of EC from SEIAA and NOC from the UPPCB. The total project cost is 213 Crore. The capital and recurring cost breakup is given below:-

Table 4: Capital Expenditure S. No. Description Cost (Rs. in Lacs) 1. Landscaping 20.00 2. Dust Mitigation, Air Curtains, Emission Control 10.00 2. Waste Water Treatment - STP & ETP 280.00 4. Rain Water Harvesting 80.00 5. Waste Management 15.00 6. Power backup 25.00 7. Solar & Energy Conservation Measures 10.00 Total 440.00

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Table 5: Recurring Expenditure

S. Description Cost (Rs. in Lacs) No. 1. Landscaping 5.00 2. STP & ETP- Operation & Maintenance 20.00 2. Rain Water Harvesting 2.50 4. Environmental Monitoring & Compliances 3.50 5. Waste Management 3.00 6. Power backup 2.00 7. Solar & Energy Conservation Measures 1.00 Total 37.00 Construction work of proposed “Government Medical College, District Pratapgarh”:

The project shall be executed in 24 months and the process flow chart is as follows:

Earth Work

Civil Construction

Electrical & Sanitary work

Furnishing (Aluminum, wood, marble)

Painting

STP/ Horticulture/ Landscaping/ Rain Water Harvesting

Operation of Proposed Government Medical College

Figure 9: Process Flow Chart

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2.4 RAW MATERIAL REQUIRED FOR CONSTRUCTION & MODE OF TRANSPORT OF RAW MATERIAL/FINISHED PRODUCT.

List of Raw & Building Materials i. For Civil construction ii. For Furnishing 1. Cement 1. Wooden planks, Doors 2. Concrete 2. Gypsum board false ceiling 3. Reinforcement Steel 3. Glass 4. Sand 4. Sanitary fittings & fixtures ii. For Civil construction ii. For Furnishing 1. Bricks 6. Paint & Polishing 2. Marbles / Granite 7. Electrical fittings & fixtures 3. Plaster of Paris 8. Air conditioners 4. Steel 9. Aluminum windows 5. Stone aggregate 10. Fly ash 11. Water Proofing compound 12. Tiles 12. Shuttering plates 14. M.S Scaffolding iii Electrical and mechanism equipment 1. PVC wires/cables 5. Firefighting system 2. Polycarbonate switches/ sockets 6. Firefighting system 2. Ms boxes / panels 7. MCB, DBS 4. UPS, Transformers iv. List of machinery used during construction Loader : loading of materials Dumper : Mud and material handling Concrete mixer with hopper : RCC work JCB : Digging and earth work Concrete Batching Plant : Concrete mixing Cranes : Lifting and moving of materials Road roller : Compacting the earth Tractor Trolley : Carrying & transporting material

2.5 DRAINAGE PATTERN AT SITE The Sai River flows through the proposed site area, which forms the main drainage system of the area. The Sai river is 0.66 Km to the SE of the proposed site. The drainage system shall be designed accordingly to connect through underground drains after sewage treatment have been planned. The map below shows the position of the Sai river with respect to the proposed site.

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Proposed site

Figure 10: Map showing Sai River near the proposed project site. 2.6 SEWERAGE SYSTEM 200 KLD STP has been proposed by the proponent for the treatment of waste water generated from domestic requirement and a 10 KLD capacity ETP is being proposed. The proposed project will be developed with a dedicated and efficient sewage collection system and hospital pathogenic waste having proper internal connectivity with the proposed STP & ETP to ensure the proper treatment of the sewerage to the city sewerage network of area with a sewer network of municipal department, the diameters varying from 150 mm to 900 mm. This sewer network has been upgraded and connected to the newly laid sewer system.

2.7 SOLID WASTE MANAGEMENT A system for collection of solid waste from proposed Medical College Area shall be put into place through Pratapgarh Municipal Corporation. Efforts would be made for scientific disposal of the waste through MoEF/CPCB/UPPCB approved vendors. The objective is to provide a neat and clean healthy environment in the medical college. It is estimated that 601.7 Kg of MSW would be generated from the medical college. The collection system through 03 no. garbage transit centre with 1.1 cum capacity each to cater per day collection from vehicles has been proposed to develop within the project. From those depots, tippers or carnage vans will cart the waste up to designated disposal site for treatment.

2.8 ELECTRIFICATION / POWER REQUIREMENT & ITS SOURCE Power supply is provided by U.P. Power Corporation Limited. The electrical cables from electric substation will be laid underground. At proposed project site the initial assessment of the 13 development area and the mode of conceptual philosophy of electrical infrastructure development have been thought to include the following main components: To cater the power requirements for construction work and to development of the building sourcing for immediate power requirement. The power demand for the proposed Multistory Building is expected to be 2 MVA, the source shall be UPPCL. 2 DG sets of 320 KVA capacity each will be provided for backup.

2.9 AVAILABILITY OF WATER & ITS SOURCE Initially source of water supply is from 03 nos. tube well with submersible pump. Provision of water supply i.e. distribution networks, tube well, rising mains, overhead tank have been made accordingly. Mode of water supply will be continuous (7 days X 24 hours) and 03 No. of tube well and submersible pump which will be available for 8 running hours on an average. Water storage will be done in UGR of 450 KL capacity.

2.10 SCHEME FOR WASTES MANAGEMENT/ DISPOSAL Following steps have been proposed by for collection, treatment, and disposal of MSW: Step-1: Collection and Segregation of MSW at source of generation Step-2: Transportation of MSW to the disposal site Step-3: Shredding of the compostable waste to desired particle size Step-4: Treatment of biodegradable waste through composting Step-5: Disposal of non-bio-degradable solid waste into Secured Landfill.

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CHAPTER 3: SITE ANALYSIS

Pratapgarh, also called Belha or Bela Pratapgarh, is a District of Uttar Pradesh, India. It is the administrative headquarters of Pratapgarh district, part of the Allahabad Division. It is one of the oldest districts of Uttar Pradesh, which came into existence in the year 1858. It is at a height of 491m from sea level. The district is named after it‟s headquarter town Belha Pratapgarh, commonly known as Pratapgarh. Raja Pratap Bhadur Singh (1628–1682), a local king, located his capital at Rampur near the old town of Aror. There he built a Garh (fort) and called it Pratapgarh after himself. Subsequently, the area around the fort started to be known as Pratapgarh. When the district was constituted in 1858, its headquarters was established at Belha, which came to be known as Belha Pratapgarh, the name Belha presumably being derived from the temple of Belha Bhawani on the bank of river Sai. It is popularly known as "Belha Maai" – meaning Mother Goddess Belha. Sai and the Ganges are the main rivers flowing through Pratapgarh district. The district lies between the parallels of 25°34′ and 26°11′ north latitude and between the meridians of 81°19′ and 82°27′ east longitude extending for some 110 kilometres (68 mi) from west to east. It is bounded on the north by the district of Sultanpur, on the south by Allahabad, on the east by Jaunpur, on the west by Fatehpur and north-west by Raebareli. In the south-west the Ganges forms the boundary of the district for about 50 kilometres (31 mi). Separating it from Fatehpur and Allahabad and in the extreme north-east the Gomti forms the boundary for about 6 kilometres (3.7 mi). According to the Central Statistics Office, India, the district has an area of 3,730 square kilometres (1,440 sq mi).

Pratapgarh district

Figure 11: Pratapgarh district on the map of UP.

The GPS coordinates of Project are as follows: Table 6: GPS coordinates of the site.

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S.no. Point Coordinate 1 A 25°56'2.30"N , 81°57'54.40"E 2 B 25°56'16.20"N, 81°57'57.50"E 3 C 25°56'9.00"N, 81°58'1.00"E 4 D 25°56'8.90"N, 81°58'0.70"E 5 E 25°56'8.20"N, 81°58'2.30"E 6 F 25°56'7.50"N, 81°58'3.60"E 7 G 25°56'5.80"N, 81°58'4.30"E 8 H 25°56'3.50"N, 81°58'3.70"E 9 I 25°56'2.60"N, 81°58'2.60"E 10 J 25°56'1.70"N, 81°58'0.60"E 11 K 25°56'2.20"N, 81°58'0.30"E 12 L 25°56'2.70"N, 81°57'58.60"E 13 M 25°56'3.10"N, 81°57'56.30"E 14 N 25°56'2.80"N, 81°57'56.50"E 15 O 25°56'2.50"N, 81°57'57.30"E

Figure 12: Proposed land for Government Medical College, Pratapgarh.

2.2 CRITERIAS FOR SELECTION OF LAND Following criteria‟s were selected for selection of land. 1. a) Proximity to linkage: It was observed that development pattern generally follows the transportation corridors because of high accessibility development as opposed to haphazard growth, which is seen in most cities. The proposed site is well accessed by road, rail and air network. Roads:  NH-96 – 5.27 Km NE  NH-931 – 3.7 Km NE

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 NH 231 – 6.75 Km SW

1. b) Proximity to existing settlements: Nearby Areas:

 Pure Keshav Rai: 0.52 Km NE  Gaughat: 0.5 Km NE  Kutiliya: 1.10 Km SW  Pure Madho Singh: 1.35 Km SW  Gaighat: 1.01 Km SE  Karaundi: 1.35 Km SW  Sarai Beerbhadra: 1.46 Km NE

HYDROGEOLOGY Pratapgarh district covers an area of 3717 sq.km in the eastern portion of Central Ganga plain of U.P. is characterized by Quaternary alluvium. The district is administratively divided in 05 tehsils namely Kunda, Lalganj, Pratapgarh, Patti and Raniganj which are further divided into 17 development blocks. The density of population is person per sq km and decadal growth rate is 26.0%. The district occupies a part of Indo- Ganga plain and is underlain by Quarternary sediments consisting of clays, silt, kankar and sands of different grade. The thickness of these quaternary sediments over the district increases gradually towards north. Subsurface geology of the district has been inferred on the basis of 16 borehole data. Thickness of quaternary alluvium varies on regional scale. Lithological logs indicate that the sediments upto 250.00 mbgl has been deposited under fluvitile condition. The basement occurs at about 400.00mbgl in the eastern part of the district and gradually diminishes towards western part in the district. Ground water is mainly controlled by drainage, topography and lithological behavior, it occurs under phreatic condition at shallow depths and under confined condition at deeper depth. Depth to water in pre-monsoon ranges between 2.85 to 15.00 mbgl. Post monsoon water level varies between 1.50 to 11.50 mbgl. Average water level fluctuation is 3.50m. After the study of long term water level trend, it is inferred that 75% of well show the decline trend and 25% show rising trend during premonsoon period. The yield of the wells varies from 947 to 3700 lpm. The data of the State tube wells indicate that the discharge ranges from 700 to 2000 lpm.

Ground water availability: Exploratory drilling data of CGWB and state tubewell department show that there are three tier aquifer system in the district. The Ganga alluvial plain in the district comprises of an aquifer system that forms good repository of groundwater. The details of aquifers are below: a) Shallow Aquifer (Ist Aquifer): It consist of silt and fine sand. It runs upto 150mbgl in most of the area except southernmost part of the district where it runs upto 225mbgl. It is fresh in nature.

17 b) Middle Aquifer (IInd Aquifer): It is saline in nature and ranging in thickness from 90 to 225m in most of the area but this depth is variable in space. The salinity of this aquifer is regional in nature. c) Deeper Aquifer (IIIrd Aquifer) Underlies the intermediate brackish aquifer and is separated from the letter by thick clay layer. The maximum depth of this aquifer has not yet been estimated which however exceeds 608m at places.

Table 7: Block wise ground water resources of Pratapgarh district, U.P. (as on 01-04-2009)

GROUND WATER QUALITY: Quality of Shallow Ground Water The chemical analysis of shallow ground water consists of pH, E.C., Na, K, Ca, Mg, HCO3, CL, SO4, NO3, F and TH as CaCO3. The result reflects that the ground water is safe and potable except at few locations Viz: Renbir, Pratapgarh city and villages adjacent to the river Sai where Chloride, SAR and SSP are high than prescribed limit. The study consists of comparison of different constituents for last five years (2006/2011). It reflects that the E.C. has increased along with Ph values. 18

Quality of Deeper Aquifers Data of water samples collected from deeper aquifers reveals that the water is safe and potable from upper and lower aquifer while middle aquifer is saline in nature at regional scale. The depth of brackish aquifer ranges from 152-172mbgl at Agai, 200-250mbgl at Laxmanpur and at 233- 448mbgl at Delhupur.

Topography Pratapgarh town is the district headquarters. The district is a part of Allahabad division and lies between 25034‟ and 260 11‟ latitudes and between 810 19‟ and 820 27‟ longitudes. Pratapgarh is primarily an agrarian district, and is a leading producer of Amla. The total geographical area of the districts is 3717 Sq. Km. It is bounded by district Sultanpur in the north, district Allahabad in the south, Fatehpur in the west, district Jaunpur in the east and Rae Bareli in the north-east. River Ganga is flowing through south west border of the district. Other rivers flowing through the districts are Sai, Chami, Charroura, Pariya, Bakulahi, Sakrni and Loni. Most part of the district is covered by plain land which is very fertile. Major crops grown in the districts are Wheat, Paddy, Black Gram, Maize and oil seeds in addition to fruits like Amla and Mango. The maps given below show the location of the district. There is no major or minor mineral available in the district. The forests cover an area of 569 hectares of the district which is is mainly concentrated in the centre of the district. The forest cover consists mainly of trees like Sagon, Sesam and Jamun.

Figure 12: satellite image of the proposed site. Proposed site

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Sai river Proposed site

Figure 13: Elevation map showing the proposed site

GEOMORPHOLOGY AND SOIL TYPES The district on a whole is considered fairly level plain of which nearly every part is equally fertile and well cultivate. The ordinary dead level is here and there relived by gentle undulations and in the vicinity of rivers and rain stream, by ravines and broken ground. The southern portion of the immediate neighborhood of river Ganga is more densely wooded than other parts. In some places may be seen stretches of un cultivable land, but these do not extend over considerable area. For the most part such and varied cultivation, with groves of mangoes, mahua and other tree, combine to form a pleasing landscape. On the basis of geology, soil, topography and natural vegetation, the district is divided into following region. Ganga Flood plain: This region is situated along the Ganga river extending upto usual flood limit. The general slope is towards south-east but local slope is from north to south. The main physical features are broken surface, natural levee, dead arms of rivers etc. Dura is the only small rivulet which originates from local depression in the reign itself and joins the Ganga. A continuous stretch of eroded surface is noticed along this stream. The geology of this region is marked by Alluvium and Dun gravels of recent formation. Kunda Plain: This region covers part of Kunda and Lalganj Ajhara tehsils. The south west reign is the area slope towards southern east direction marked by watershed line of Ganga River. The slope of

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Kunda plain has special feature. It is not influenced by mighty Ganga though it is adjacent to it. The presence of ox-bow lake indicates the west course of rivers in ancient period. Geology of this reign belongs to Alluvium and Dun gravels. Middle Sai Catchments: The region is spread between the watersheds of Sai-Gomti one hand and Kunda plain on the other side. It is centrally located in the district. The general slope of the reign is from north-west to south-east. The geology of the reign belongs to Alluvium and Dun gravels of recent reign. Patti Plain: It is situated in the eastern part of the district separated by relished of Gomti and Sai. The slope informs north-west to south-east. Except patches of rugged surface along the river streams, the area is dull in Physiography; Alluvium and Dun gravels mark the geology. Gomti Basin: This region is situated in the extreme eastern part of the district. This is smallest among all the reigns. Gomti river flows on the border of the district and cuts rugged surface along its bank. There is no other predominant geographic feature. The average attitude is 91 meters above the sea level and gentle slope of districts is from north-west to south-east. The genial as part of the district is influences by rivers and streams which pass through its the district is in almost rectangular in shape. The average height from the sea level is 137 meters. The type of land in this district comprises the recent formation of ordinary Gangetic Alluvium. To the south–west border along the bank of Ganga, the soil is sandy. Further to the south of Sai occurs matiyar (loom) and domat (clay loam). The spread of loam is more than that of clay loam. Sandy soil occurs along river bank. Land usually is very fertile in the district.

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CHAPTER 4: PROJECT PLANNING

4.1 PLANNING CONCEPT

 Land Uses of proposed Medical College Maximum height of the building is (G+7).

Table 8: Land Uses S. No. Particulars Area (m2) %age 1 Ground coverage 9664.85 22.33 2 Road Area 7074.95 16.34 3 Green Area (Hardscaping) 10983.00 25.37 4 Softscaping area 7512.20 17.35 5 Parking Area 8050.00 18.59 6 Plot area 43285.00 100.00

4.2 Population details

Table 10: Plotted Population Break Up at Project Site S. NO. STAFF DESIGNATION Population 1. Residents 743 2. Service Staff 418 3. Visitors 95 Total Expected Population 1256

Therefore, the total expected population of proposed housing and commercial area would be 1256 personnel.

4.4 SITE SETTINGS

Roads:  NH-96 – 5.27 Km NE  NH 931 – 3.7 Km NE  NH 231 – 6.75 Km SW

Nearby Areas:

 Pure Keshav Rai: 0.52 Km NE  Gaughat: 0.5 Km NE  Kutiliya: 1.10 Km SW  Pure Madho Singh: 1.35 Km SW  Gaighat: 1.01 Km SE 22

 Karaundi: 1.35 Km SW  Sarai Beerbhadra: 1.46 Km NE  Pure Ishwarnath: 1.80 Km SE

Railway Station:  Chilbila junction: 3.93 Km NE  Pratapgarh junction: 4.40 Km SE Rivers:  Sai river: 0.66 Km SE

Hospitals:  City hospital: 3.56 Km SE  Multi speciality homeopathic clinic: 2.46 Km SE Bus stops:  Bus stand near Kunda Pratapgarh road: 2.52 Km SE

Schools:  PB College: 5.6 KM SW  Government inter college: 3.38 Km SE  Government girl‟s inter college: 4.01 Km SE  MD postgraduate college: 3.91 Km SE  Mahatma Gandhi inter college: 8.04 Km NW

Places for worship:  Idgah Ammau: 4.09 Km NW  Jama Masjid: 4.90 Km NW  Miya Mosque: 5.61 Km NE  Akhter Masjid: 4.30 Km NE

Airport:  Pirthi ganj airport: 10.5 Km SE

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CHAPTER 5: PROPOSED INFRASTRUCTURE

5.1 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/RAIL/METRO/ WATER WAYS ETC.)WITH IN THE DEVELOPMENT REGION. 5.1.1 Road Network The proposed site is well connected to various places, Railway, Bus Terminus & other parts of the Pratapgarh city by road.

The major road linkages are –  NH 96 – 5.27 Km NE  NH 931 – 3.7 Km NE  NH 231 – 6.75 Km SW

5.1.2 Rail Linkages  Chilbila junction: 3.93 Km NE  Pratapgarh junction: 4.40 Km SE

5.1.2 Water Courses The main river of District Pratapgarh is Sai river which fed most of the areas of the Pratapgarh district and fulfill the water demand of the city. It is 0.66 Km, located in SE direction from the proposed project site.

5.2 LANDSCAPE AREA DETAIL: Landscape Area is proposed as the development of green areas parks and gardens. Development of green belt plantation is proposed in 10983 m2 area. Now as the plot area of the project is 43285 m2 and according to the norms = A minimum of 1 tree per 80 sqm area is required. Total trees required = 541 Proposed tree plantation would be done on 7512.20 sqm area with 9 sqm area for one tree. Hence Proposed number of tree = 545

5.3 Parking details Parking details Parking required 327 ECS 1. Academic block (1 ECS per 100 sqm built up) = 185 2. Hostel block (1 ECS per 100 sqm built up) = 82 3. Type II = 12 4. Type III = 20 5. Type IV = 20 6. Type V = 8 Parking provided (8050 sqm of open area parking @ 23 sqm per ECS) 350 ECS

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CHAPTER 6: ENVIRONMENTAL MANAGEMENT PLAN

CONSTRUCTION PHASE 6.1 AIR ENVIRONMENT Air quality around the project will be marginally impacted during construction stage. Various construction activities especially related to lose material likely to cause generation of dust, which adversely impacts the air quality of the surrounding area of the project site. To minimize such impact following measures shall be taken: All the loose material either stacked or transported shall be provided with suitable covering such as tarpaulin, etc. Water sprinkling shall be done at the location where dust generation is anticipated. To minimize the occupational health hazard, proper mask shall be provided to the workers who are engaged in dust generation activity.

The construction activity obviously results in fugitive dusts. These dusts are controlled by carrying out the overall construction by covering the boundary of the proposed project site by Zinc Sheets as well by polythene cover to a particular height and also by intermittent spraying of water The proposed project involves construction activities of Government Medical College, Pratapgarh in an enclosed area with air curtains; therefore the dissipation of fugitive dusts is anticipated limited.

6.2 WATER ENVIRONMENT

During the construction of the proposed project the services required like water supply and sewage facilities will be arranged on a temporary basis and the same will be maintained without any adverse impact on the environment. The water required for curing and other construction purpose will be arranged on temporary basis through tankers/municipal supply.

During the construction period, runoff from the construction site shall not be allowed to stand (water logging) or enter into the roadside or nearby drain. Adequate measures shall be taken to collect such run off and either shall be reuse or disposed off at the designated construction waste disposal location. The worker camps shall be proposed with septic tank and mobile toilets to control sewage discharges into open area/ natural water body near to projects site. Provision of 2 soak pits is made for waste water disposal.

Table 11: Water requirements during construction phase. S.no. Category Population LPCD Total water Total waste req. water (KLD) generation (KLD) 1 Labour huts 220 90 19.80 15.84 workers/day 2 DG sets (63 KVA*2 251 KVA 0.91/KVA/4hr 0.91 - + 125 KVA*1) TOTAL 20.71 15.84 25

6.3 NOISE ENVIORNMENT During the construction stage, expected noise levels shall be in the range of 80-100 dB (A), which will decrease with increase in distance. Hence all the construction activities shall be carried out during the daytime.

As stated earlier due to the construction activity there will be some noise generated due to movement of vehicles carrying construction materials and as this is only a temporary phenomenon it can be managed by properly regulating the vehicular traffic movement so that the ambient air quality with respect to the noise is not adversely affected.

To prevent any occupational hazard, earmuff / earplug shall be given to the workers working around or operating plant machinery emitting high noise levels. Use of such plant or machinery shall strictly prohibit during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact.

6.4 SOLID WASTE MANAGEMENT During the construction, whatever quantity of construction waste generated shall be stacked and disposed off such that it shall be disposed off at the designated disposal site identified by the municipal corporation and care shall be taken that temporary stacking and transportation shall not cause any disturbance to the surrounding environment. Trucks to the site will transport these materials. At site, it will be handled manually and by tractor trolley. As most of the materials are dry solids, there will be air pollution during their handling at different stages for which all mitigation methods shall be adopted.

OPERATION PHASE Pollution Control Systems Timeline Air Curtains, Dust Mitigation During Construction Works Measures, DG Sets Emission & Noise During Operation Phase Control During Operation Phase. However, STP would 200.0 KLD STP be commissioned during construction phase itself.

6.5 WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) Total water demand excluding firefighting water demand and losses is calculated to be 225 KLD. About 11 KLD water out of total water demand will be utilized for the irrigation of the green and landscape area proposed inside the project premises. The water demand estimation has been tabulated in Table below. The one time water requirement for firefighting demand will be 2.25 KLD based on CPHEEO guidelines, i.e. fire demand for < 50,000 population = 1% of total water demand. The water shall be withdrawn from 3 no. of tube well with submersible pump will be installed within premises.

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Table 12: WATER USE CALCULATION S.No. Water Use Population Per Capita in Water Waste Water (LPCD) Requirement Generation (KLD) (KLD) 1. Residents (Doctors, & admin staff with 743 86 64 51 family) + all Hostellers 2. Nonresident Service 418 45 18.50 15 staff 3. Visitors 95 15 1.50 1 4. Cafeteria 42.00 34 5. Hostel mess 74.00 59 TOTAL DOMESTIC WATER REQUIREMENT 200 160 4. Laboratories (Lumpsum Usage ) 9.00 7.00 5. D.G. Set Cooling 640KVA 0.9 l/KVA/4 3.0 - hr 6. Gardening/Landscape 10983 sqm 1 l/m2 11.0 - Area 7. Ground Area 1962.5 sqm 1 L/sqm 2.0 - TOTAL WATER REQUIREMENT 225.00 167.00

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Figure 14: Water balance for non monsoon period.

Figure 15: Water balance for monsoon period.

6.5.2 Sewerage At the project site of proposed Government Medical College at Pratapgarh, 160 KLD of generated waste water will be treated by proposed 200 KLD STP based on FAB Technology and after post treatment, treated water is used for gardening and Flushing purposes within the building. 10 KLD ETP will be used for the treatment of laboratory waste water which is estimated to be around 7 KLD.

SCHEME OF SEWAGE TREATMENT PLANT: During operation phase in the proposed institutional building, generated waste water will be treated in proposed 200 KLD STP based on FAB technology.

TREATMENT PROCESS: The sewage treatment plant (Fluidizes Aerobic Bed Reactor- FAB 200 KLD shall propose to be installed to treat the raw sewage.

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RAW SEWAGE

BAR SCREEN CHAMBER

OIL & GREASE TRAP

RECEIVING SUMP FILTRATE

FLUIDIZED AEROBIC BED FILTER PRESS REACTORS (FAB)

PLATE SETTLER TANK SOLID SLUDGE

TERTIARY TREATMENT (Including U.V Treatment) After Tertiary Treatment pH 6.5-7.5 BOD mg/l <10 COD mg/l <50 TREATED WATER TANK TSS mg/l <10 Oil & Grease NIL mg/l FOR REUSE Figure 16: The process for Sewage Treatment Plant is as follows

SCHEMATIC DIAGRAM OF SEWAGE TREATMENT PLANT AEROBIC AEROBIC SCRENNING & REACTOR - I REACTOR - II TUBE SETTLER

OIL / GREASE

Waste Waste Waste Water Water REMOVAL

FLOATING MEDIA V V V V V V V V TERTIARY AIR BLOWERS TREATMENT SLUDGE M FILTER (including U.V AIR treatment) DIFFUSERS PRESS M

TREATED FOR REUSE WATER

Figure 17: Schematic representation of STP based on FAB technology

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TREATMENT PROCESS FOR FAB The sewage is first passed through a Bar Screen Chamber & an Oil & Grease Chamber where any extraneous / floating matter gets trapped. The sewage is then collected in a Receiving Sump where the variations in flow and characteristics are dampened, which otherwise can lead to operational problems and moreover it allows a constant flow rate downstream. Here the sewage is kept in mixed condition by means of coarse air bubble diffusion. The equalized sewage is then pumped to the Fluidized Aerobic Bed Reactors (FAB) where BOD/COD reduction is achieved by virtue of aerobic microbial activities. The FAB reactors run in series. The oxygen required is supplied through coarse air bubble diffusers. The excess bio-solids formed in the biological processes which are separated in the downstream Plate Settler Tank. The clear supernatant is sent to the tertiary treatment section comprising of a Dual Media Filter and an Activated Carbon Filter, and UV disinfections system. If needed Softener shall be provided. The biological sludge generated from the FAB will be passed through filter press where it will be dewatered and form a cake and then used as manure in green area of the block. BENEFITS OF USING FAB TECHNOLOGY Small space requirement The concept of compact sewage treatment plants is promoted so that expensive conventional treatment is dispensed herewith. The treatment scheme is also versatile, in the sense that units can be re-arranged in any which way the space and pile caps are available. Lower operating power requirements The system utilizes aeration tanks of much smaller size, thereby reducing the overall power required in aerating the raw sewage. Since the bio-reactor depth is more, efficient transfer of oxygen takes place, thereby reducing the overall power consumed in treatment.

Simplicity in operation and maintenance The system adopted has much less moving parts (only pumps and blowers). Further there is no moving part inside the bio-reactor. This gives the advantage of continuously running the bio- reactor system, under widely fluctuating conditions. All the maintenance on the mechanical systems can be done with normal skilled mechanics available.

The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw sewage BOD / COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be analyzed. Since the bio-reactor is self-sustaining, there is no requirement of recycling the biomass from the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI (sludge volume index) / F / M ratio etc. is not required to be done. This greatly reduces the analytical load on the plant chemist / supervisor, and makes the system very simple to operate and control.

The bio-reactor system adopted in the FAB based STP is provided with nutrients removal, and removal of disease causing E-coli bacteria.

Nutrient removal

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The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This helps in totally converting the Ammonical nitrogen to nitrate nitrogen. In the process of synthesis of organic substrate, about 40–50% of the total phosphates load is also reduced. The remaining phosphates can be precipitated by addition of aluminum ions dosed in form of Poly Aluminum Chloride (PAC). Phosphates react with aluminum ions and precipitate as aluminum phosphate, which is an insoluble salt. Thus the total phosphates load can be easily reduced by more than 90%. Coliform removal The outlet BOD of the bio-reactor system being very low (in other words, hardly any food is available to the E-coli); most of the coliform are killed in the reactor itself. Remaining coliform are killed by nominal chlorine dosing (of the order of 2–2 mg/l). The treated sewage outlet coliform count will conform to WHO standards, with such low chlorine doses. This will also ensure that there is not much residual chlorine. Sludge handling The sludge generated in the bio-reactors is totally digested. Since the F / M ratio in the bio- reactors is very low, the excess sludge generation is lower than compared to the conventional ASP system. Normally, this sludge is an-aerobically digested to stabilize the organic matter. The present system does not envisage any sludge digestion (since the sludge is aerobically stabilized in the bioreactors itself), making the system more suitable for operation with less manpower. The excess sludge is separated in the secondary clarifier, and then disposed off either on drying beds, or can be directly used as soil conditioner.

PROCESS FLOW DIAGRAM FOR ETP The laboratory waste water will be treated in 10 KLD ETP

Figure 18: ETP design.

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Table 13: Treated Effluent Characteristics

pH 6.5-8.0 Chemical Oxygen Demand < 50 mg/L Biochemical Oxygen Demand < 20 mg/L Total Suspended Solids < 10 mg/L Total Kjeldahl Nitrogen < 5 mg/L Total Phosphorus < 2 mg/L Total Coliform < 100 MPN/ 100 mL

6.5.4 Water Conservation & Augmentation 1. For horticulture, a garden hydrant ring with pumping facilities has been proposed. 2. The sewer shall be treated within housing for bringing down the characteristics of sewer within the norms specified by Ministry of Environment & Forest, Govt. of India for safe disposal. 3. The building shall get piped water supply through an appropriately designed system and no area shall be having any individual system of water supply (i.e. jet pumps, hand pumps or individual bore well). 4. It is necessary that lakes, ponds and small water storage bodies should be conserved and protected from misuse as well as efficient water harvesting system should be ensured in the construction projects. 5. Taps and other water flushing devices including showers used shall be designed to waste less water. 6. Awareness plays a major role in water conservation. Public messages shall be prominently displayed for water conservation. 7. Water leaks shall be tracked and corrected regularly. 8. Dual flush WC (2 – 6 liters instead of 10 liters) shall be used to optimize the water demand.

6.6 RAINWATER HARVESTING

The number of rainwater harvesting pit has been calculated using the average annual rainfall data from IMD for Pratapgarh. On an average Pratapgarh receives 850 mm of annual rainfall.

Available roof top area = 9664.85 sqm Runoff coefficient = 0.8 Average annual rainfall = 850 mm = 0.850 m

Total water available per year for harvesting = 9664.85*0.8*0.850 = 6572.09 cum Now total water harvesting potential per day = 6572.09/365 = 18.0057 cum

Proposed dimensions of pit = 1*1*1.5

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Proposed number of pits = 18.0057/1.5 = 12 no of pits

TABLE 14: QUANTUM OF RAINWATER AVAILABLE FOR HARVEST S.no Rooftop Runoff Average Harvesting Harvesting Proposed Dimensions area coefficient annual potential potential No. of of pits (sqm) rainfall per year per day pits (m*m*m) (mm) (cum) (cum) 1 9664.85 0.8 850 6572.09 18.0057 12 1*1*1.5

R.C.C.Slab 200 dia over flow to outside 560 dia Cover PLUG 560 dia Cover Drain (as per site)

300

Ground Level 300 SIZE Ground Level PIT DIAMETER = 3000 mm Step Variable (as per site) EFFECTIVE DEPTH = 3000 mm

300 200 dia 230 TK drain 3000 MM dia pipe from desilting Brick Wall / as per Str. Design chamber 3000

600 x 600 x 100 MM R.C.C. Deflector or 345 TK Stone Slab

560 dia M.H.Opening

500 560 dia M.H. Opening Coarse Sand 1.5 to 2 mm

Mesh Gravels 5 to 10 mm 500

500 200 dia over flow to outside 50 – 150 MM Size Boulders Drain (as per site)

Slotted Pipe or 1 MM V.Wire 200 dia LCG Johnson Screen Brick Wall drain 250 to 300 mm dia Bore Filled pipe from With Pea Gravels (3 – 6 MM) desilting chamber 16 mm dia PVC Pipe

Slotted Pipe or 1 mm V.Wire

PLAN OF RECHARGE PIT LDG Johnson Screen Depth Variable per as water table

1000 MM 1000 Bail Plug

RECHARGE PIT

Figure 19: Schematic representation of the rainwater harvesting system proposed for the site

6.7 SOLID WASTE MANAGEMENT

6.7.1 MUNICIPAL SOLID WASTE It is estimated that for 1256 persons of the proposed medical college, which include residents, service staff, commercial staff and guests, municipal solid waste of 743 persons @ 0.65Kg/day/ person shall generate 482.95 Kg/ day & MSW generated by 418 persons @ 0.25 Kg/day/person shall generate 104.5 Kg/day. The MSW generation details are provided in the table below:- 33

Table 15: MSW generation from the proposed project S.no. Use Population Per unit waste Total MSW generation generation (Kg/day) (Kg/day) 1 Residential 743 0.65 482.95 2 Staff 418 0.25 104.5 3 Visiting 95 0.15 14.25 Total 601.7

Table 16: MSW characterization from the proposed site S.n Use Total Waste characterization o. MSW Compostable Recyclable Non- generation (kitchen and (metals, biodegradab garden waste) electronics, le plastics, (ash, dust textiles, paper, etc) glass etc) 1 Resident 482.95 241.475 86.931 154.544 ial 2 Staff 104.5 52.25 18.81 33.44 3 Visiting 14.25 7.125 2.565 4.56 Total 601.70 300.85 108.306 192.544

Therefore, Total expected MSW: 601.7 Kg/day

The solid waste shall be segregated and collected as per the above scheme. These bins will be emptied into 3 no. of transit center available with 1.1 cum capacity each. Service provider will collect the garbage and waste shall be discharged to main bin of Nagar Palika. The grey, blue and green bins shall be picked up on the instructions of Nagar Palika for disposal. The service provider carries this waste for recycling and rest to the municipal solid waste site. The management shall engage a vendor & they will dispose the waste at the proposed site identified by the concerned management. The proposed group housing project would generate huge amounts of compostable waste every year that can be converted into revenue through composting. The composting process would generate huge amounts of chemical free manure that can be sold either directly or through government to the needy farmers. This would also help in achieving the target of reduced chemical based fertilizers that was underline by the honorable prime minister from the red fort on 15th august 2019. The following table shows the compost generating potential of the proposed group housing project. Organic waste convertor details:  Crushing if non veg  Maceration of waste  Mixing  Ripening 34

 Emptying  Fogging and Curing  Composting Specification of Proposed Organic Waste Convertor:  Capacity per hours: 200 Kg  Power Consumption: 4.77 Units  Plant size 3.0 m x 3.0 m The Characteristics of Organic Manure:  Total Organic Carbon: 41.93%  Total Kjeldahl Nitrogen: 3.13 %  C: N ratio= 13.38:1  N:P:K= 3.13:3.41:1.70  pH:7.8

Figure 20: Schematic representation of the proposed organic waste converter

6.8 AIR POLLUTION CONTROL Exhaust height: There would be 2 DG sets of 320 KVA each. In order to dispose emissions above building height, minimum exhaust stack height would be as follows: Minimum stack height for each D.G. Set: H = h + 0.2 × √KVA Where, H = stack height of D.G. Set 35 h = height of Building H = h + 0.2 × √ (320) KVA = h + 0.2 × √320KVA H = h + 3.57 m As per the information, 02 D.G. Sets of 320 KVA capacities each shall be installed. The effective stack height of 3.57 m above the tallest building G+7 the proposed project shall be provided. D.G set will be supplied with acoustic enclosure as per CPCB norms.

6.9 LANDSCAPING & HORTICULTURE Natural landscaping is also referred to as sustainable landscaping. It stresses the use of native plants that are beautiful, hardy and that also benefit the local environment. Native plants are especially good at preventing soil erosion, reducing flooding, sustaining wildlife and filtering out harmful pollutants in the soil. Natural landscaping offers a way to reduce the use of chemical pesticides and fertilizers, while introducing natural techniques that are safer for the long-term health of the community. The Landscaping Proposed on 10983 m2 area while 7512.20 m2 area shall be kept separately for softscaping. Total Nos. of Trees required to be planted = 43285/80 = 541number Area proposed for tree plantation = 7512.20 m2 Total no of trees at spacing of 3.0 x 3.0 m = 7512.20/9 = 834 number Hence, Justified

Details/ Distribution of Tree Plantation SHRUBS/ HERBS TO BE PLANTED Avenue Trees: Azadirachta indica (neem), Polyalthia longifolia, Dilbergia sisoo, Cassia semea, Tecoma urgentia, Ficus pilkhan, Ashoka, Babool,Papaya,Mango. Shrubs: Malphigia, Hamelia pattens, Ixora, Duranta golden, Ficus longisland, China orange, Cophia, Fercaria, Rosa, Mirabilis jalapa, Calendula officinalis. Creepers: Bougainvellas, Tecoma grandiflora, Ficus repens, Epipremnum aureum

Initially grassing would be done with doob grass including watering and maintenance of the lawn for 20 days or more till the grass forms a thick lawn. The project proponent has proposed for landscaping in an area of 10983 m2 with ornamental plants and trees to maintain aesthetic environment in area of the proposed project. The proposed project will have various trees/ornamental plants to be planted all over the landscape area. Plantation of avenue trees by the road side in 0.60 m dia. holes, 1 m deep dug in the ground shall be done and mixing the soil with decayed farm yard manure. Since the proposed area contains trees no new plantation is required only maintenance of landscape is needed. Hence the water requirement for landscaping will be reduced.

CORPORATE SOCIAL RESPONSIBILITY CSR Budget Proposed: Rs 320 Lakh (1.5 % of project cost)

Table 17: CSR Budget Details

S.No Activity Proposed Budget Beneficiary Allocation 36

(lakh)

1 Construction of Villages: Pure Keshav Rai, Pure Ishwarnath, Gai Latrines with soak ghat, Karaundi, Pure Madho Singh, Kutiliya. 52 pit and Handpump Community : Facility Verification authority/ Agency- Gram Panchayat 2 Development of Women population of Villages: Jahargo, Toilets for Rural Sirkhori, Gaughat, Dahilamau, Chakvan tod, 75 women Pure Ojha, Ramgarhi. Verification authority/ Agency- Gram Panchayat 3 Development of School students of villages: Pure Keshav Rai, water tanks & Asdampur, Dahilamau, Sarai Beerbhadra, Distribution of 50 Chakvan tod, Pure Ojha, Karaundi, Gadai books in primary Chakdeya. school Verification authority/ Agency- Gram Panchayat 4 Development of Villages: Pure Keshav Rai, Karaundi, Pure Waste Bins in 20 Ishwarnath, Chaukhad, Adampur, Sirkhori. Village Agency-Gram Panchayat 5 Provision of street Villages: Pure Keshav Rai, Karaundi, Pure solar lighting in Ishwarnath, Chaukhad, Adampur, Sirkhori, 55 villages Jahargo. Agency-Gram Panchayat 6 Construction of Villages: Pure Keshav Rai, Pure Ishwarnath, Gai rainwater ghat, Karaundi, Pure Madho Singh, Kutiliya, harvesting pits in 58 Domnipur, Variya Samudra, Param Nath Pur. villages Community : Verification authority/ Agency- Gram Panchayat 7 Plantation of trees Villages: Pure Keshav Rai, Asdampur, Dahilamau, Sarai Beerbhadra, Chakvan tod, Pure 10 Ojha, Karaundi, Gadai Chakdeya, Domnipur, Kutiliya, Gaughat, Gai ghat, Ramgarhi. Verification authority/ Agency- Gram Panchayat

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CHAPTER 7: BASELINE ENVIRONMENTAL STATUS

(i) Water Quality (Borewell) Test Result: SPLPL 2931 Table 18: Borewell water quality testing results S. No. PARAMETER TESTED UNITS RESULT 01 Colour Hazen units <5.0 02 pH Value - 7.35 03 Electrical Conductivity mS/m 2.255 04 Turbidity NTU 0.30 05 Total Dissolved Solids mg/L 1488 06 Total Hardness as CaCO3 mg/L 647 07 Calcium as Ca mg/L 181.33 08 Magnesium as Mg mg/L 47.22 09 Alkalinity as CaCO3 mg/L 388.55 10 Chloride as Cl- mg/L 387.87 - 11 Sulphate as SO4 mg/L 89.49 - 12 Nitrate as NO 3 mg/L 1.06 13 Iron as Fe mg/L 0.05 14 Fluoride as F- mg/L BDL

(ii) Ambient Noise Quality Monitoring Sheet Monitory Location: Project site Table 19: Noise monitoring results R1 R2 R2 R4 R5 39.8 48.1 53.8 56.2 50.0 40.2 48.4 54.2 55.9 49.2 41.4 49.3 54.6 55.7 48.1 42.8 50.2 54.9 55.2 48.0 43.1 50.8 55.8 54.9 47.2 43.5 51.1 56.2 54.6 46.9 44.2 51.6 57.4 54.1 46.6 45.1 51.9 60.4 53.8 45.2 45.7 52.2 58.9 53.4 44.1 46.2 52.6 58.2 52.7 43.8 46.8 52.9 57.6 52.2 42.7 47.2 53.1 57.1 51.7 41.8 47.9 53.5 56.8 51.1 40.4 Day Time Leq = 54.04 dB Night Time Leq = 45.76 dB Indian Standards for Ambient Noise Levels*

Table 20: Noise limit standards

Area Category Code Limits in dB (A) Leq Day Time Night time Industrial Area 75 70 38

Commercial Area 65 50 Residential Area 55 45 Silence Zone 50 40

1. * Ref: Ministry of Environment & Forest (MOEF) Guidelines vide Environment (Protection) Act, 1986 third amendment rules dated 26/12/89 (Ref. 6)

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CHAPTER 8: EMERGENCY PREPAREDNESS PLAN

8.1 FIRE FIGHTING As most of the material and finished products are inflammable, no smoking and no fire will be allowed. In case of fire, fire extinguisher will be used. Fire extinguishers are put at the entrance of storage rooms. The Fire Extinguisher System has been provided as per fire safety plan in all floors of the building. The phone number of nearest fire service stations has been displayed at various points and also near the fire extinguishers. The proposed project is to provide with fire protection arrangements such as Wet Riser system (as per N.B.C standards), Hose Reel (as per I.S – 2844 standards), Yard Hydrant and Automatic Sprinkler System in every building. Manual call points, Automatic Detection System in every building, portable appliance, Exit signs, P. A. System, Mechanical Ventilation, Smoke extraction system, Pressurization shafts, staircase etc. for fire safely point view.

 Fire Detection and Alarm system is proposed as per N.B.C. 2016 & Amendment NBC 2016, applicable Standards and Local Fire Regulations so that in case of fire in any area it can be immediately detected and required measures can be taken to fight it.

 Fire Detection and Alarm system is proposed so that in case of fire in any area it can be immediately detected and required measures can be taken to fight it.

a) In the Basement Multi-criterion Detectors shall be provided. b) On the floors Detectors shall be provided in all the Common Areas.

 Intelligent Addressable Fire Detection and Alarm system is proposed in which all detectors are addressable which means that in case of fire .the fire panel shall be able to pinpoint exact location of fire with the help of displaying exact address of each detector, whereas in case of Conventional system we come to know only about the zone. In this system response indicators are not required. This is an expensive system as compared to conventional system. Integrated Digital Evacuation system comprising speakers, amplifier, shall be provided. The speakers shall be installed in all the common areas. This system is required in order to make emergency announcements in case of fire or any other emergency.

There is no objection for the development of institutional building as subject to the compliance of the following fire safety recommendations: 1. Access: It must be ensured that the access roads all around the building must be kept clear all the time for free movement of fire engines and 4.5 m head clearance shall be provided. The access internal road shall be provided as per approved plan.

2. Exit Requirements: Exit requirements shall be in accordance with provision as per National Building Code of India Part – IV (Clause 8.1 to 8.15.1). (a) Means of escape/exit shall be continuous and unobstructed way of exit travel from any point in the building to a public way. All exit doorways shall open towards means of escape that is away from, but shall not obstruct the travel along any exit. No door when opened shall reduce the required width of staircase/corridor/passage way.

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(b) All exit and exit way marking signs, emergency lights shall be on separate circuit/laid in separate conduit, exit signs must be illuminated and wired to independent circuit supplied by alternate source of power supply. The wiring and all accessories in the electrical circuit shall be fire resistant and low smoke material duly ISI marked.

3. Material for construction: The material used for construction of the building shall be of non- combustible. The interior finish materials shall be of very low flame spread ability, i.e. Class-I. All the fabric used for seats, curtain, covering on sidewall, matting carpeting etc. shall also have Class-I rating as prescribed in NBC part-IV.

4. Compartmentalization: The building shall be suitably compartmentalized so that the fire/smoke remain confined to the area where fire incidents has occurred and mechanically exhausted as approved in the meeting, so smoke does not spread to the remaining part of the building. The services, standby generator, store etc. must be segregated from other by erecting fire- resisting wall of not less than 2 hours rating. Each of the compartments must be individually ventilated and the opening for entry into each of these compartments must be fitted with self- closing fire/smoke check doors of not less than one hour fire rating fitted with magnetic latches. All electric cables shall be laid in separate shafts shall be sealed at every floor with fire resisting material of similar rating. The partition wall in between and all around the shafts shall also be of minimum two hours fire rating. Under no circumstances, two services shall pass through the same shaft, i.e. separate shaft be used for different purpose. The entry to the staircase from all levels shall be segregated with a self-closing fire/smoke check door of not less than 1 hour fire rating. All vertical and horizontal opening at each floor level in entire building shall be sealed properly with the non-combustible material. Wherever false ceiling/suspended ceiling is provided, the same shall be of non-combustible in nature and that the compartmentalization shall be extended up to ceiling level.

5. Ventilation: The building shall be provided with the ventilation strictly in accordance with Part-VIII Section-I and Clause D-1.6 of Part IV of National Building Code of India Mechanical ventilation system having interlocking arrangements as well as upper floor also. Extractor system shall be designed to permit 20 air changes per hour in case of fire in basement. The smoke extraction system shall be designed as per NBC Part-IV and approved by the department.

6. Air Conditioning System: Air conditioning system shall conform to Section-2 Part-VIII and Clause D-1.17 of Part-IV National Building code of India 1982. Following points shall be ensured.  All ducting shall be constructed of substantial gauge metal conforming to IS: 655. Air duct serving main floor areas, corridors etc. shall not pass through the staircases enclosures.  Automatic fire dampers shall be provided in the ducts at the inlets of the fresh air and return air of each compartment/floor.  Automatic fire dampers shall be closed automatically upon operation of a detector sprinkler.  The air ducts for every floor/compartment shall be separated. In no way inter-connected with the ducting of any other compartment 41

 Under no circumstances, plenum shall be used as “Return Air Passage” for air conditioning purposes.

7. Essential Emergency Electrical Services: Separate electrical circuits to feed emergency services such as firefighting pumps, lifts, staircase and corridor lighting blowers, panel and such a smoke venting and signage circuit shall be laid in separate conduit so that fire in one circuit will not affect the others. Master switches controlling essential services circuits shall be clearly labeled. The electrical wiring shall be provided in metal conduits. MCBs and ELCB shall be installed. The electrical services shall be strictly in accordance to Clause D.1.12 of Appendix-„D‟ of NBC Part-IV fire resisting cables shall be used. Power supply cables and the ducting shall not be taken through the staircase or any passage way used as an escape route. All the cables shall be only of Fire Resistant Low Smoke type.

8. Emergency Power Supply: The standby electric generator shall be installed of adequate capacity to supply power to staircase and corridor lighting circuit, lifts, exit signs and fire pump in case of failure of normal electric supply. The generator shall be capable of taking starting current of all the machines and circuits stated above simultaneously and must be automatic in action.

9. Static Water Tank: The underground water storage tank of the adequate quantity shall be provided. The replenishment through bore well or from the town main shall be ensured. This shall conform to the requirements given in National Building Code of India Part-IV. An additional overhead tank as proposed on the terrace shall be provided for fire-fighting as an alternative source of water supply. The underground water storage tank shall be approachable by the fire engine.

10. Stationary Fire Pump: Two electrically driven pumps – one each for Wet Riser and sprinkler system with 70 meters head shall be provided for wet riser and sprinkler system so as to give adequate pressure of 2.5 kg/cm2 at the farthest point. The standby diesel engine driven pump of similar capacity and the two-jockey pumps – one each for wet riser and sprinkler system shall be installed. Al the pumps shall be automatic in operation shall be provided. The pumps shall have positive suction.

11. Automatic Sprinkler System: The system shall be installed in entire building in accordance with BIS 15105/2002. Flow alarm switch/gang shall be incorporated in the installation for giving proper indication/sound. The pressure gauge shall also be provided near the testing facility. The entire system including pump capacity & head, size of pipe network, housing control panel etc. shall be provided in accordance to relevant code. Fire service inlet shall also be provided at ground floor level. Testing/flashing facilities shall be provided at each floor. The wielding shall not be done for the pipe less than 50 mm diameter.

12. Wet Riser: The wet riser system shall be provided in the building as per NBC -05 standards.

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12. Hose Boxes, Fire Hose, and Branch Pipe: Hose boxes of suitable dimension shall be provided near each internal hydrant. Its design shall be such that it can be readily opened in an emergency. Each box shall contain two lengths of 62 mm diameter, 15 m length, rubber lined delivery hoses conforming to IS:626 complete with 62 mm instantaneous coupling conforming to IS:902 and short branch pipe conforming to IS:902 with a nozzle of 16 mm diameter.

14. Hose Reel: A hose reel near each internal hydrant containing 20 m of length of 20mm bore terminating into a shut-off nozzle of 6.5 mm outlet connected directly to riser shall be provided. This will conform to IS: 2844.

15. Automatic Detection System: Automatic fire detection (smoke/heat) shall be provided in all the areas of the building and shall conform to IS: 2189/1999.

16. Portable Fire Extinguishers: The portable fire extinguishers of water CO2 type and CO2 type ISI mark shall be provided as marked on the plans. The number of the fire extinguishers may have to be increased later when the layout of the partition etc. is known. All the fire extinguishers will be installed and maintained in accordance with IS: 2190-1992.

17. Public Address System: The public address system shall be provided having loud speakers on each floor level at strategic location. The microphone, amplifier and control switches of public address system shall be installed in the fire control room.

18. Lighting Protection: The lighting protection shall be provided in the building as per IS: 2209.

19. Intercommunication System: An emergency inter-communication system shall be provided in the entire complex. The instrument shall be provided in the common areas on each floor.

20. Yard Hydrants: Yard hydrants shall be provided in the building as per BIS specifications.

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CHAPTER 9: ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

On the basis of information provided by the Project proponent and the other data procured from the Government Agencies, Census Report, IMD etc., and the data generated by the Consultants and analysis of generated information, the following generalized conclusions can be drawn.

1. In the proposed project, development will be in plot area of 43285 m2. 2. UPPCL will provide necessary power demand of 2 MVA to meet the requirement of the proposed project 3. The water demand shall be 225 KLD managed by using water through 04 nos. of Tube well with submersible pump in the premises. 4. The daily fresh water requirement would be 149 KLD and 76 KLD treated water shall be utilized for flushing, landscaping and DG sets after treatment in 200 KLD STP. Hence, the proposed STP is of 200 KLD capacity is being proposed. Laboratory waste water of 7 KLD will be treated in 10 KLD ETP. 5. The rain water harvesting will improve ground water quality. 12 number of rain water harvesting pits will be provided at proposed site to recharge the ground water. 6. Ambient air quality shall remain within the prescribed standards. The recognized sources of air pollution in the area are transport system. Efficient Traffic Management shall be regularized within the project to control air and noise pollution. 7. Noise level shall be maintained. For traffic noise, plantation along the traffic route shall be provided to act as a noise barrier. 8. The 601.7 Kg/Day generated solid waste shall be segregated at source and managed through Nagar Palika/District Administration at designated site, for which about 3 no. of Transit Centers is available with 1.1 cum capacity each. 9. Appropriate firefighting measures including entry and exit way marking signs, emergency lights, ventilation, essential emergency electrical services and stationary fire pump and automatic sprinkler system shall be provided for the buildings at proposed project. 10. At proposed project, landscape will be developed in an area covering 10983 m2 of the ground with various shrubs & trees will be planted at an area of 7512.20 m2. 11. The impacts, which have been identified in the planning, development and construction phase, will be transitory and enough provisions have been made to mitigate them. The construction & operation phase will have both positive & negative impacts. But negative impacts will be made positive through environmental control measures. The health services development, greenery, and rainwater harvesting are positive impacts.

The benefits relate to the direct employment associated with the construction and during operation of the building. The proposed facility would also generate jobs for the women labours during construction phase. Women are likely to get job during construction phase. The facilities provided during construction to women labours, will considerably reduce their travel time in any employment, and therefore enable them to attend to their children, their nutritional demands, and also household chores. The environment friendly technological alternatives will be considered for the given project with regard to construction material, layout, orientation, cooling, heating, vertical fenestration etc. The individual building/ towers developers will comply with the norms of MoEF & ECBC which will be a part of their development agreement. 44

The site is advantageous for development of this project due to the following reasons: 1. The site has good provision for drainage facilities. 2. The climatic conditions are suitable. 3. The connectivity of the site by rail, road, and air is very much ensured keeping in view the existing and proposed development. 4. The easy availability of nearby institutional and community facilities. 5. The landscape area along with storm water drainage and STP plant will ensure purification of waste water respectively. 6. Surface parking provision will reduce generation of dust and air pollution within project premises 7. Proposed site is a prominent place where an uninterrupted power supply would be ensured.

The site is strategic for developing Government Medical College Pratapgarh.

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10.0 DISCLOSURE OF CONSULTANT

The consultants engaged for the preparation of EIA/EMP of the proposed project are M/s SAWEN Consultancy Services Pvt. Ltd. The information about the company is as follows:

INTRODUCTION SAWEN has provided a vast range of consultancy services; Environment Impact Assessment Studies (EIA), Environment Management Plans (EMP), Environmental Training & Education, R&R Survey. Environmental Audit, Bio diversity studies, Socio Economic Studies, Mine Plans, Risk Assessment and Disaster Management, Solid Waste Management, Ground Water Studies, Rain Water Harvesting Study, water shed management studies, water & effluent management studies, water balance studies, land use mapping green belt designing, zonal mapping etc. to all sectors of economy notably Government Sector, Semi –Government Sector, Corporate Sector and reputed Private Sector. SAWEN is a multi-disciplinary professionally managed consultancy group providing consultancy on all aspects related to Environment & Pollution control and undertake study of environmental parameters, through two complementary companies SAWEN Consultancy Services & SAWEN Projects & Laboratories Pvt. Ltd Legal Status of Organization Pvt. Ltd. Company Date of Registration/ Incorporation SAWEN Consultancy Services was established in the year 1993. UTTAR PRADESH POLLUTION CONTROL BOARD REGISTRATION NO.: G25962/21/Paryavaran/S/1/99 dated 07 .09.1999 An ISO 9002:2008 Certified Quality Standard Company Certificate No.: RQ91/JA/254. Certificate Issue Date: 16.08.2011 EIA CONSULTANTS ACCREDITATION SCHEME (QCI-NABET) NABET Certificate No. & Issue Date: NABET/EIA/ 1720/RA0079 DT. Dec. 11, 2017

NABL ACCREDITATION CERTIFICATION NO.: T-2091; TC-5005 SERVICES & EXPERTISE We are monitoring environmental impact & providing services of pollution control systems to Institution, Thermal Power Plant, New Construction projects, Highways, Township & Area Development, Mineral Beneficiation Plant, Chemical Fertilizers, Municipalities, UPSLRP, UPDASP, NHAI, UPSHA, Cluster mining, Mine- surface and underground for all minerals & metals, Polymer, distilleries, sugar industry, Leather, Petrochemical, Electroplating & other polluting industries. So far the following EIA/ EMP projects have been executed Sector Numbers Building & Large Construction 150 Township & Area Development 15 Thermal Power Plants 03 Highways 15 Sugar industry 13 Mineral Beneficiation 01 46

Chemical Fertilizers 04 Pulp & Paper Industry 03 Leather Industry 03 Textile Industries 03 Airport 04 Electroplating & Metal Coating 04 Food Processing 04 Minor Mineral Mining 200 Major Mineral Mining 60

PERSONNEL SAWEN is a group backed by the vision of experienced and dedicated scientists, engineers, and management professionals having expertise in the field of Environment, Civil, Architecture, Structural Engineering, Chemical Engineering, Agricultural, Horticultural, & Rural Development & Road Rehabilitation Projects. EIA COORDINATORS S. No. Name 1 Dr. Rajesh Kumar Singh M.Sc.(Chem.) Ph.D. (Chem.) 2 Satyendra Singh B.A. (L.L.B), M.A. PGD Env. Protection Law 3 Dr. Arpita Sinha M.Sc (Env. Science), Ph. D (Env. Science), PGD Env. Protection Law NET-Lecturership 4 Dr. Rajendra Kumar Sharma Ph.D. (Geology) RQP Approved

FUNCTIONAL AREA EXPERTS Functional Area/s Applied for (as per S. No. Name abbv. given below) In-house expert/s Air Pollution Control Water Pollution Control 1 Dr. Rajesh Kumar Singh Air Quality Modeling Risk & Hazard management

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Functional Area/s Applied for (as per S. No. Name abbv. given below) Dr. Dharam Raj Singh Soil Science Solid & Hazardous Waste Management Dr. Arpita Sinha Noise 3 Soil Science Ecology & Biodiversity 4 Er Naveen Kumar Singh Hydrology, ground water & Conservation 5 Dr. R. K. Sharma Geology 6 Mr. Satyendra Singh Socio-Economic Empanelled expert 7 Rama Shanker Shukla Land Use Hydrology, ground water & Conservation 8 Ritendra Kumar Agarwal Geology TESTING LABORATORY Experience related Academic and Professional Name Designation to present work Qualifications* (in years) Managing Ph. D. Chemistry (Organic) Dr. R. K. Singh 17 years Director M. Sc. Chemistry (Organic) Ph. D Environmental Sciences Management M. Sc Environmental Sciences Dr. Arpita Sinha Representative/ 08 years P.G. Diploma (Environmental Quality Manager Protection Law) LL.B. B.SC. (Zoology & Botany) Deputy Quality Mr. S. K. Singh P.G. Diploma (Environmental Manager 14 years Protection Law) Diploma in Rural Development Lab Incharge / M. Sc Chemistry (Organic) Mrs. Kalpana Technical B. Sc (Chemistry & Botany) 20 years Singh Manager Mr. Pramod M. Sc. – Chemistry (Organic) Lab Chemist 05 Years Tiwari B. Sc (Chemistry & Botany) M.Tech Environmental Ms. Mausami Environment Engineering 02 Years Sonker officer (Admin)

Mr. Sumit Singh Lab Chemist B. Sc. (Chemistry & Botany) 01 Years M.Tech Environmental Er. Indresh Lab Chemist Engineering 03 Years Singh

Mr. Anurag Field Leader B. Sc (Chemistry & Botany) 02 Years Singh Monitoring

End of Project Report 48