Environment Clearance of Construction of Proposed “Yamuna Vihar Housing Scheme” ADA Colony, Avantika Yojna, Naini

proposed Group Housing “Pushp Ganga Exotica” Conceptual Plan

INTRODUCTION

1.1 Introduction Development projects are meant to give economic benefits to the society like increase in GDP, employment generation, foreign exchange earning etc., which mostly aimed at, are tangible ones. Simultaneously, development of projects also causes some social and environmental losses and gains. A sustainable project should have environmental compatibility in addition with techno-economic feasibility. Ministry of Environment and Forest issued a notification S.No.1533 dated Sept 14, 2006 vide which the projects should be designed under the Environmental Impact Assessment Notification and requires prior Environmental Clearance (EC) from the MoEF/SEIAA.

1.2 The Allahabad City Allahabad officially known as Prayagraj since October 2018, also known by its original name Prayag is one of the largest cities of the North Indian state of Uttar Pradesh in India. As per Census 2011, Allahabad is the seventh most populous city in the state, twelfth in the Northern India and thirty- sixth in India, with an estimated population of 1.11 million in the city and 1.21 million in its metropolitan region. The city is located at the confluence of the three most important and scared rivers of Indian subcontinent Ganga, Yamuna and Saraswati and the point where the three rivers meet is known as Triveni. Allahabad city is among major cities of Uttar Pradesh located at 25°45´N and 81°84´E in the southern part of the Uttar Pradesh at an elevation of 98 meters (322 ft.). Allahabad stands on the site of ancient Prayag, a holy city 205 kilometers south of the state capital Lucknow. Prayag is one of the historic and mythological cities of India with glorious past. Prayag has been associated with mythological personalities in Brahmanical (Vedic) and Buddhist literatures. It is one of four sites of the mass Hindu pilgrimage Kumbh Mela. Allahabad continues to enjoy the distinction of being a place of haunting and lasting memories. It is a city of mixed culture of Hindu, Muslims and Christians. The longitude against which Indian Standard Time (IST) is set also passes through Allahabad. The meridian passing through Allahabad at 82.5º east (of Greenwich Meridian) longitude

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1.2.1 Kumbh Mela Kumbh Mela is a mass Hindu pilgrimages of faith in which Hindus gather to bathe in a sacred river. It is the world's largest religious gathering. It is held every third year at one of the four places by rotation: Haridwar, Allahabad (Prayag), Nasik and Ujjain. Thus the Kumbh Mela is held at each of these four places every twelfth year. Kumbh Mela is held at only two places, Hardwar and Allahabad, every sixth year. The rivers at these four places are: the Ganges (Ganga) at Haridwar, the confluence (Sangam) of the Ganges and the Yamuna and the mythical Saraswati at Allahabad, the Godawari at Nasik, and the Shipra at Ujjain. Mini Kumbh (Magh) Mela is held every year in Allahabad only.

This year, Kumbh started on January 15, 2019, and is set to go on till March 4, 2019. Its preparations include 42,000 million temporary city over 2,500 hectares with 122,000 temporary toilets and range of accommodation from simple dormitory tents to 5-star tents, 800 special trains by the Indian Railway, artificially intelligent video surveillance and analytics by IBM, disease surveillance, river transport management by Inland Waterways Authority of India, and an app to help the visitors. The state irrigation and water resources department has been releasing extra water into the river, from various barrages and dams, every day, since preparations for Kumbh Mela 2019 began.

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1.4 The Project The Project brings to the Allahabad City an experience to dive into peaceful living lifestyle. The Proposed project site is located on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadar, District- Allahabad at a distance 500 m in the South direction from the National Highway-2 (Kanpur Allahabad Highway). “Pushp Ganga Exotica” scheme is an upcoming project in the city of Allahabad that offers bright prospects. It is close to all necessary amenities of the town.

Existing support infrastructures like shopping mall, educational institutions, hospitals, organized retail, railway station and Allahabad Airport are only minutes away and also the growth drivers of this area.

1.5 Connectivity

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The proposed site is well connected with road and rail network. Apart from this State Road Transport (UPSTRC) and bus services provide regular and frequent connectivity to the people to and from Allahabad and other major cities of Uttar Pradesh. National Highway 19 (old number: NH-2) runs through the city centre. A road bridge across the Ganga also connects Allahabad and Jhusi. National Waterway 1, the longest Waterway in India, connects Allahabad and Haldia.

1.6 Necessity and Benefits of Project

Since last decades in India, cities are growing at a rapid pace and Allahabad is no exception. Vast populations from small towns and other cities are coming to this area, for employment, business, education and other pursuits. Apart from these, the population of the city is also growing on account of high birth rates. In order to provide this burgeoning population with a good quality of life so that they can contribute to the further development of the region and the country, it is imperative that they are provided with housing facilities which also offer them adequate medical facilities, scope for entertainment, spiritual activities around the area, sports, uninterrupted water and power supply, sewage disposal and solid waste management and so on. Here comes the concept of Group housing Scheme. Needless to say a satisfied populace is an asset to any country as a harbinger of further development.

The needs of the city are anticipated in the belief that infrastructure must precede development. Thus, schools, colleges, vocational training center, fire stations, post offices, law and order maintenance facilities, other civic amenities and maintenance facilities should develop.

1.7 Objectives of the study

The objectives of the study are as follows:

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1.8 Scoping/ Report Methodology The approach followed in conducting the EIA study is according to the applicable regulatory framework. The main stages followed are described below: Stage -I

 Review of design and operational information of the proposed Project through Project Report/data/site visit/site assessment. Stage -II

 An initial review of the proposed project site and status of the physical environment around the project vicinity;  Understanding project design and operation as well as macro environmental aspects. The major issues needed to be addressed with due care were identified and monitoring plan for the environmental baseline was prepared;

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 Compilation of the Environmental data of the Study Area. Stage -IV

 Assessment of Environmental Impacts by predicting the scale and extent of changes associated with the project and their subsequent effects on the environment against the environmental baseline conditions, and evaluating the significance of such impacts against accepted criteria. Stage -V

 Identification and preparation of measures to mitigate significant impacts (evaluated from the impact prediction process) by proposing applicable alternatives and control measures; and  Finally, development of appropriate Environmental Management and Monitoring Plan to audit and ensure that the proposed mitigation measures are in place and effective.

1.9 Need for Environmental Clearance To safeguard the environment from adverse effects of developmental activities, MoEF has issued some mandatory regulations. As per the notification S.O. 1533 E dated 14 Sept, 2006, Environmental Impact Study (EIA) is mandatory for any construction projects with built-up area of more than 1,50,000 m2. Since the built-up area of the present project is 46758.78 m2, it does not require detailed EIA study, only clearance has been called for from concerned authorities (SEAC) through the EIA Proposal consisting of Form 1, Form 1A and Conceptual Plan. The study would

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Table 1.1: Summary of Environmental Legislation for proposed project Legislation Areas / Activities Covered Environment (Protection) Act, 1986  Overall Environment Protection with Rules.  Compliance to environmental (Air, Water, Noise) Standards issued under EPR EIA Notification, 1994, 2006 and  Prepare EIA / EMP report 2009  Obtain Environmental Clearance from MoEF/SEIAA Air (Prevention and Control of  Protection of Air Quality Pollution) Act, 1981 with Rules.  Consent to Establish (NOC) for establishing and Consent to Operate (CTO) for activities causing air pollution from DG sets from SPCB  Compliance to National Ambient Air Quality Standard. Water (Prevention and Control of  Protection of Water Quality. Pollution) Act, 1974 with Rules.  Discharge of sewage.  Obtaining Consent to Establish for establishing and Consent to Operate for activities causing water pollution from SPCB. Water Cess Act, 1977  Paying Water Cess to Local Body for sourcing of domestic water. Noise Pollution (Regulation and  Compliance with Ambient Noise Standards in Control) Rules, 2000 accordance to land use of the area.

Hazardous and Other Waste  Obtaining Authorization from SPCB for handling (Management and Handling Rules, and storing of hazardous waste like waste oil and 2016 (as amended) lubricants  Following guidance for handling and storing of such hazardous waste Manufacture, Storage and Import of  Notifying regulatory authority (in this case, the Hazardous Chemicals Rules, 2000 State Factories Inspectorate) of storage of (as amended) hazardous substances like LPG  Follow guidance on such storage, maintain updated MSDS, submit annual Safety Report to authority  Prepare Onsite Emergency Plan.

Motor Vehicles Act with Rules  Lay down restriction for vehicles not having Pollution Under Control Certificate (PUC) or proper labeling to enter premises.

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part), AraziLegislationno.372, in Village Harwara, Pargana & TehsilAreas-Sadar / Activities, District- CoveredAllahabad. Petroleum Act with Rules 2000  Comply with guidance and safety measures for storage, and transportation of petroleum substances within premises Municipal Solid Waste Rules, 2016  Management (Collection, Handling, Intermediate Storage) of domestic waste from residences State Town Planning Acts  Obtain permits and sanction for land  Development of project in accordance with Landuse and Master plans State Groundwater Regulation  Conform to restriction for drawing of groundwater  Arrange for recharge through Rainwater Harvesting Schemes (as applicable) Siting Guidance  Follow siting guidance as far as practicable  Avoid sites which are environmentally sensitive Corporate Environmental Policy,  To ensure that the promoters formulate and follow a 2011 well laid corporate Environment policy so that all PP integrate environmental concerns into their day- to-day functioning, especially the compliance with the conditions of the clearances. The Indian forest act,1980  Guidelines for diversion of forests lands for non- forest purposes under the forest (conservation) act, 1980. State Groundwater Regulation  Conform to restriction for drawing of groundwater  Arrange for recharge through Rainwater Harvesting Schemes (as applicable) Fly ash Notification, 2007  Use of fly ash (wholly or partly) in building construction wherever it costs same or less than the clay, limestone, sand etc and is not technically infeasible, compliance of which shall be the duty of the person/ agencies undertaking construction Corporate Environment Responsibility 2018  The environment ministry has firmed up guidelines that will require every corporate seeking Environment clearance to set aside up to 2% of its capital investment for Corporate Environment Responsibility (CER).

 The activities proposed under CER shall be worked out based on the issues raised during the public hearing, social need assessment, R&R plan, EMP, etc.

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e-waste (Management & Handling)  Management & Handling of Electrical and Rule, 2016 Electronic Waste

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CHAPTER - 2 PROJECT DESCRIPTION

2.1 General Information & Project Details 2.1.1 Introduction M/s Goel Housing Construction Company proposed to develop a Group Housing “Pushp Ganga Exotica” on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324 (part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadar, District- Allahabad. Project envisages the development of Group housing project under Pradhan Mantri Awas Yojna (PMAY), land use as per Master Plan of Allahabad Development Authority, 2021. Hence proposed project do not anticipate any permanent or temporary change in land use, land cover or topography of the area. It is anticipated that the construction activities of the proposed project would not have an adverse effect on the land use. The development of the green belt and other landscape would enhance the visual aesthetics of the area. As per the environment Impact assessment (EIA) notification dated 14th September 2006, the proposed project falls under ‘Category B’ Type-8 (a). This report (Form-1, 1A & Conceptual Plan) addresses the environmental impacts of the proposed project and proposes the mitigation measures for the same. For surrounding features of the proposed site (within 500 m & 10 km)

2.1.2 Site Location, Connectivity & Surroundings Proposed Group Housing Project having net plot area of 10116.00 m2 is located on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324 (part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Harwara, Pargana &Tehsil-Sadar, District Allahabad.

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Educational Facilities/Institutions: Allahabad University 8.5 Km(NE) Integral Institute of Finance 6.0 Km (N) MNNIT, Allahabad 10.0 km(NE) IRTMTC 1.0 km (NE) Allahabad High Court 4.0 km(E) IIIT, Allahabad 2.0 Km (SW)

Medical Facilities: Priya Hospital 1 km (N) Kailash Hopital & Trauma Center 2.5 Km (SW) Sahara Hospital 2.0 Km (SW) Duffryn Hospital 4.5 Km (E) Motilal Nehru Medical College - 7 km (E)

Villages: Abubakarpur 2.0 km(N) Umarpurniwa uparhar 2.0 km(NE) Bhiti Talukapur Asdullapur 4.0 Km (S) Kareli 3.75 Km (E) Bamrauli 4.0 Km (W)

Archeological Structure Allahabad Fort 10 Km (SE) Alfred park 7.0 Km(NE) Khusro Bagh 4.0 Km (E)

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Fig 2.1: Location Map of the Proposed Project

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Figure 2.2: Connectivity map of the Project site

2.1.3 Salient Features of the Project

 Group housing  Convenient Shops  Community Hall The land is earmarked for residential development as per ADA Master Plan, 2021.The terrain of the project site and its surrounding area is fairly plain. The proposed project is being planned and designed as per the regulations and procedures laid down by the local authority. The proposed project is being conceptualized on a net plot area of 10116.00 m2. The detailed area statements of the proposed project are presented below:

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Table – 2.2: Site Specific detail of the project Particulars Details Location Environment Clearance of Proposed Group Housing “Pushp Ganga Exotica” on Arazi no.132, 129, 128, 127, 123, 122, in Village Sulem Sarai and Arazi no. 375, 374, 373, 324, 325, 371, 372,in Village Harwara, Pargana &Tehsil-Sadar District Allahabad.

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part),Type Araziof Industryno.372, in Village HarwaraBuilding, Pargana & Construction& Tehsil-Sadar Project, District- Allahabad. Category B, Type- 8(a) Site Coordinates Point A: 25°26'39.66"N 81°46'52.42"E Point B: 25°26'39.38"N 81°46'55.57"E Point C: 25°26'35.44"N 81°46'51.85"E Point D: 25°26'34.98"N 81°46'54.96"E Elevation (m) amsl 100 m Current status of land Residential Type of facilities Group Housing Conventional Shops Community Hall Nearest Highway Kanpur Allahabad Highway (NH-2) - 500m North) NH-27 (8Km East) Nearest railway station Subedar Ganj Railway Station-1Km(E) Allahabad Railway Junction- 5 Km(E) Prayag Railway Station- 9Km (NE) Nearest airport Allahabad Airport-4 Km(W) Protected areas as per Wildlife None Protection Act, 1972 (Tiger reserve, Elephant reserve, Biospheres, National parks, Wildlife sanctuaries, community reserves and conservation reserves) Reserved/Protected Forests Nil (in 10km radius) Rivers/Lakes Yamuna- 5Km (SE) Ganga-3 Km(N) Sangam10 Km(E) Archaeological/Monuments Allahabad Fort–10Km (SE) important places Alfred park- 7.0 Km(NE) Khusro Bagh- 4.0 Km (E) Seismic zone Seismic Zone III according to Indian standard seismic zoning Map Defence installations Allahabad Cantonment Board- 4Km ( NE) Manauri Air Force Campus- 11.0 km (NW)

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S.no. Floor Blocks A (m2) Blocks B (m2) 1. First Floor 1510.16 1510.16 2. Second Floor 1510.16 1510.16 3. Third Floor 1510.16 1510.16 4. Fourth Floor 1510.16 1510.16 5. Fifth Floor 1510.16 1510.16 6. Sixth Floor 1510.16 1510.16 7. Seventh Floor 1510.16 1510.16 8. Eight Floor 1510.16 1510.16 9. Ninth Floor 386.64 - Total 12467.92 12081.28 Total Covered area 24549.2 m2 (Block A +Block B) 10 Commercial Shops 75.08 m2 Total Covered area 24624.28 m2 (Block A &B+ Commercial Shops) 11. Total Balcony Area 654.495 m2 (Block A +Block B) 12 Community Hall 185.87 m2 (Block A)

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S.no. Floor Blocks A (m2) Blocks B (m2) 1. Ninth Floor 1123.52 1510.16 2. Tenth Floor 1510.16 1510.16 3. Eleventh Floor 1510.16 1510.16 4. Twelfth Floor 1510.16 1510.16 Total Covered Area 5654.00 6040.64 6. Total Covered 11694.64 m2 Area(Block A+ Block B) 7. Total Balcony Area 312.465 m2 (Block A +Block B) 8. Additional Area 29.21 m2

Table -2.5: Salient Feature of the project

Items Details Total flats Proposed Block A: 192 Flats (2 BHK , Type-A1) 48 Flats (3 BHK Type-A2)) Block B: 192 Flats (2 BHK , Type-B1) 48 Flats (3 BHK Type-B2)) Total no. of Flats= 480 Flats Estimated Population Residential: 2400 (including retail) (@ 5 persons per unit) Visitors: 240 Staff/ employees: 130 Parking Required 557 ECS Total Parking provided 560 ECS Power requirement& source 1875 KVA Source: U.P Power Corporation Ltd. (UPPCL) Power backup (DG Sets) 1 DG Set of 100 KVA Water requirement & source Fresh water: 161 KLD &64 KLD recycled water Total Water Requirement :225KLD Source: Municipal water supply& Recycled water

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Table-2.6 : Land Use Break up Land use Type Area (in m2) Percentage Ground Coverage 4544.74 45 Green Area 1519.75 15 Area for road & internal circulation 2050 20 Other Services 2001.5 20 Total Area 10116.00 100

Land Use

Other Services 20% Ground Area for road & Coverage internal 45% circulation 20% Green Area 15%

Figure 2.3: Land use distribution in the project

2.1.5 Infrastructure Plan

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Specification of Services

Water Supply and Plumbing works

1. Water supply from Municipal supply is available. 2. Water supply system shall preferably be hydro-pneumatic water supply system. 3. Sewage will be disposed through Municipal Sewer. 4. All the pipe fixtures etc. shall conform to Bureau of Indian Standards. 5. Adequate storm water drainage and provision for drainage from landscape area. 6. Efficient Rainwater Harvesting system shall be provided.

Implementation Schedule The project is planned to be implemented in 2-3 years from the date of availability of all approvals, sanctions and NOCs.

2.2 Water Requirement, Source and Water Balance

A provision of 86 lpcd (liters per capita per day), 45 lpcd & 15 lpcd for water requirements shall be made for residents, staff & visitors respectively. This in accordance with the MoEF’s Construction Manual &Manual of Water Supply, Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Housing, Government of India (GOI), hence the total water requirements shall be: Source: Manual on Norms and Standards for Environmental Clearance, MoEF, GOI. The details of total water requirement for the project and its breakup, source of water and water balance is given below:

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1. Residential 480units 2400 65 156 21 51 207

2. Visitors 240 5 1.0 10 3.0 4

3. Staff 130 30 4.0 15 2.0 6 (Including staff of shops)

Total Domestic water 161 56 217

4. Horticulture 1519.75 m2 5 l/sqm 8 8

Total 161 64 225

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Fresh Water @90% of domestic WASTEWATER 161 KLD water GENERATED = 195KLD DOMESTIC WATER STP = 250 KLD 217 KLD

176 KLD (10% losses) FLUSHING 56 KLD Secondary Treatment

112 KLD

KLD Tertiary KLD Tertiary Treated WATER 64

RECYCLED WATER 64 KLD Discharge into Municipal Sewer HORTICULTURE 8 KLD

Fig 2.4(a): Water balance diagram (Non-monsoon)

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Fig 2.4(b): Water balance diagram (Monsoon)

Source of Water Supply

Allahabad town is divided into 12 water supply zones. The water supply zones, namely, Lukerganj, Khushroobagh, and Atala are covered by surface water sources. Civil lines and Kydganj zones are partially covered by surface water supply. A part of these two zones is also covered by ground water sources. The remaining seven zones, namely, Colonelganj, Daraganj, Rasoolbad, Sulem Sarai, Naini, Phaphamau and Jhunsi are covered by tube wells.

Municipal Water Supply:

Water supply source and storage

Allahabad is bounded by rivers i.e., by Ganga and Yamuna on three sides, hence, ample water is available to the city. The city is supplied with 308 MLD of water, of which the majority is lifted by tube wells and the remaining from river Yamuna. Ground water is the main source of water, which

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S.NO. Source Quantity 1 Surface-River Yamuna 70 2 Tube wells 238

Water Supply: S.no. Zone Sources 1 Lukerganj Surface Water 2 Khushroobagh 3 Atala 4 Civil Lines Surface water & ground water 5 Kydganj 6 Colonelganj Tube wells 7 Daraganj 8 Rasoolbad 9 SulemSarai Tube wells 10 Naini 11 Phaphamau 12 Jhunsi

(Source: City Development Plan Allahabad – 2041)

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371Ground(part), AraziWater:no.372, in Village Harwara, Pargana & Tehsil-Sadar, District- Allahabad. The ground water in the widely covered Vindhyan Plateau region is primarily under unconfined condition. Exploratory data indicates that kaimur sandstones found at depths do have enough potentiality at favorable locations. These sandstones after leaching of cementing materials get disintegrated and reduced to silica sands which are loose and act as promising repository of ground water. The lithological characteristics of bore holes have clearly indicated the presence of loose silica sand. Water extraction source: S. No. Nature of water Quantity in Amount of water Extraction Source Nos. Extraction in MLD 01. Deep Tube wells 147 137 02. Mini Tube wells 85 25 03. Hand pumps 2448 10 04. Yamuna River - 80 (Source: U.P. Jal Nigam) Overall Status of Water Supply: The total length of distribution pipeline is 1055 Km. There are three zonal service reservoirs which are located at Daraganj, Bhardwaj Ashram and Mayo Hall having capacity of 1.8 ML, 1.35 ML and 2.7 ML respectively. In addition to these three service reservoirs, there are 34 Over Head Tanks (OHTs) which store the water before supply. Unaccounted flow of water is about 30% of total water supply.

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Fig 2.5: Hydrogeological map of Allahabad, UP

Ground Water Resources: To facilitate the ground water development the ground water resources of the district have been worked out and are as follows

Table 2.8-: Block wise ground water resource of Allahabad district Sl.No. Assessment Ground Ground Level Category Balance unit(Blocks) Water Water of as on Ground Availabili Draft developmen 05/2013 Water(Ham) 1. Bahadurpur ty6269(H.a0m9 ) (H552a.m88) t82.64 Safe 5212.89 2. Baharia 8923.83 2509.56 81.44 Safe 4778.45 3. Chaka 2545.76 403.23 75(%}.68 Safe 2123.22 4. Dhanupur 4743.23 854.79 87.12 Safe 3387.86 5. Handia 4834.02 1025.95 71.22 Safe 3232.22 6. Holagarh 7023.11 2544.43 69.82 Safe 2389.99 7. Jasara 5904.15 1634.21 57.00 Safe 2756.66 8. Kaundhiara 6952.68 1822.22 84.21 Safe 3154.32

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(Source: Ground water Brochure of Allahabad)

Hydrogeological Set-up: Exploratory drilling data of CGWB and state tubewell department show that there are three distinct granular zones i) shallow aquifers ranging from 20 to 50 mbgl ii) middle aquifer ranging from 70 to 120 mbgl and deeper aquifer lies below 150 down to depth 300 mbgl. The extension of individual zones is variable over the district.

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Quality Standards The objective of Water Works Management is to ensure that the water supplied is free from pathogenic organisms, clear, palatable and free from undesirable taste and odour, of reasonable temperature, neither corrosive nor scale forming and free from minerals which could produce undesirable physiological effects. The establishment of minimum standards of quality for public water supply is of fundamental importance in achieving this objective. The physical and chemical quality of drinking water shall be in accordance with the recommended guidelines. Parameters for analysis of water quality were selected based on the utility of the particular source of water as per MoEF guidance. Hence quality of ground water was compared with IS: 10500 for drinking purposes and surface water quality were compared with CPCB Water Quality Criteria against A, B ,C,D, & E class of water.

Water Supply

Piped water supplies shall be designed on continuous 24 hours basis to distribute water to consumers at adequate pressure at all points.

Underground tanks shall be provided in the proposed project for domestic and firefighting purposes. The water shall be distributed through gravity system from the respective overhead tanks located at the terraces.

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2.3 Salient Features of Sewerage System

2.3.1 Sewerage System

Sanitary sewage is mostly the spent water of the community draining into the sewer system with some ground water and a fraction of storm run-off from the area, draining into it. The sewers should be capable of receiving the maximum discharge expected at the end of design period. Since it is both difficult and uneconomical to augment the capacity of the system at a later date, sewers are usually designed for the maximum expected discharge to meet the requirement of the ultimate development of the area. A design period of 30 years for all types of sewers is usually considered.

The sewer lines have already been laid at the time of development of the sector. The trunk sewer required for the present development area has been completed.

195 KLD will be the total waste water generated, which will be treated in STP of capacity 250 KLD. 64 KLD of recycled water after tertiary treatment will be used in Flushing & Horticulture and 120 KLD water will be discharged into Municipal drains.

2.3.2 Disposal of sewage

The soil & waste from Toilets & Kitchen will be connected to Manholes in single network of S.W. / R.C.C. pipes laid underground having Manholes / Inspection chambers at appropriate intervals and shall be discharged in in to the municipal sewer after secondary treatment in STP.

2.4 Power Requirement, Source and Backup

The details of power requirement, source, and backup power arrangements are given below: Power Requirement 1875 KVA Source UPPCL

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Table 2.9: Energy Conservation Measures Adopted Sl. Energy Efficient Features 1. Maximum utilization of natural light 2. LED in the common areas 3. Use of solar lights in open areas and landscaped area with 20% dual lighting system. 4. All openings are shaded to reduce heat loss 5. U-values of roof, external wall and fenestration will meet requirements as specified in the Energy Conservation Building Code (ECBC) 6. The water supply pumping system will be provided with variable speed drive to conserve energy at part load. Permissible U-values (W/m2 °C) as per ECBC: Roof: 0.409, External wall: 0.44, Fenestration: 3.3

2.5 Storm Water Drainage System The rainwater will be collected through piped drains and conveyed into rainwater harvesting system. All storm water drains have been designed for adequate size and slope such that there shall not be any flooding in the site. It shall be ensured that no wastewater shall enter into storm water drainage system. Water harvesting pits have been proposed for augmentation of ground water. The rainwater collected from the rooftop, green & paved areas will be conveyed into the rainwater harvesting system consisting of Desilting-cum-filter chamber and bore wells for recharge into the groundwater. RWH will be initially done only from the roof top. Runoff from green and other open areas will be done only after permission from CGWB. Analysis of the observed data on intensity duration of rainfall of past records over a period of years in the area is necessary to arrive at a fair estimate of intensity-duration for given frequencies. The longer the record available, the more dependable is the forecast. In Indian conditions, intensity of rainfall adopted in design is usually in the range of 15 mm/hr to 40 mm/hr. The intensity of precipitation for design of drainage scheme has been taken 40 mm/hr.

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Runoff Potential Total Runoff = 254m3/hr. Roof top runoff= 145 m3/hr. Taking 15 minutes Retention Time, Total volume of storm water = 254/4= 63.5 m3 Assuming a rectangular pit of size Particular Size Volume(m3) Recharge Pit 4x3x1.75 21

Hence No. of pits required = 63.5 / 21 = 3pits No. of Pits Required for Roof top rainwater harvesting: Roof top Runoff = 145m3/hr Taking 15 minutes Retention Time, Total volume of storm water = 145/4= 36.25 m3 Hence No. of pits required = 36.25 / 21 = 1.72 pits or 2 pits No. of pits Provided: 3 Note: RWH will be initially done only from the roof top. Runoff from green and other open areas will be done only after permission from CGWB.

2.6 Solid Waste Collection / Disposal Plan

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Table 2.11: Solid waste generation S. Particulars Population Waste generated in(kg/day) No. 1. Residential (@0.5kg/day) 2400 1200 2. Visitors (@0.15kg/day) 240 36 3. staff (@0.25 kg/day) 130 33 Total Solid waste generated 1269kg/day Horticulture Waste (@ .0037/m2/day)( 1519.75 m2) 6 kg/day E-Waste (0.15 kg/C/year) Approx.1Kg/Day STP Sludge(@.04 of waste water/kg/day) 8kg/day

2.6.1 Collection and Segregation of waste

 Segregation at storage will be encouraged.  Twin bin collection system will be used for collection of municipal solid waste generated from households.  Adequate number of colored bins (green and Blue - separate for Bio-degradable and Non Bio- degradable) are proposed to be provided.  A Door to Door and floor to floor system through service lift shall be provided for collection of solid waste generated.  Solid waste generated will be collected on daily basis and a storage facility for 48 hour storage will be provided at site with shed and impervious floor.  Hazardous waste (Spent Oil) & e-waste will be stored at separate place and handover to authorized dealers of CPCB.

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2.6.2 Disposal

The proper disposal of urban waste is not only absolutely necessary for the preservation and improvement of public health but it has an immense potential for resource recovery.

Generated Solid waste shall be segregated & collected on common solid waste collection center at site, from where it will be transported to the nearest disposal site by the hired waste management/municipal agency for their treatment and disposal.

2.6.3 Treatment of waste

Municipal Solid Waste predominantly includes household waste (domestic waste) and sometimes with the addition of commercial wastes collected by a municipality within a given area. Rapid increase in volume and types of solid and hazardous waste as a result of continuous economic growth, urbanization and industrialization, is becoming a burgeoning problem for national and local governments to ensure effective and sustainable management of waste.  Bio-Degradable wastes 1. Bio-degradable waste will be transferred into a designated collection point for disposal by municipal authority/hired agency.  Recyclable wastes Recyclable waste like Paper, plastics, metals will be sold to the authorized recycler of the area.

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Hazardous Waste

Fig. 2.6 Waste Management Flow Diagram (Construction Phase)

Hazardous waste

Fig 2.7: Waste Management Flow Diagram (Operational Phase)

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2.6.5 E-Waste

E-Waste (Management & Handling Rule, 2016) Electronic waste, popularly known as ‘e-waste’ can be defined as waste electrical and electronic equipments whole or in part or reject (such as CDs, floppies, keyboards, monitors, power plug, batteries, etc.) which have become obsolete due to:  Advancement in technology  Changes in fashion, style and status  Nearing the end of their useful life.

The e-waste generated from the proposed project would be suitably managed through assistance from e-waste collecting agency.  The mantra of 5Rs’ applies here: Reduce generation of e-waste through smart procurement and good maintenance. Reuse still functioning electronic equipment by donating or selling it to someone who can still use it. Recycle those components that cannot be repaired. To identify organizations who reuse or recycle electronics. Refuse: Avoid purchase of environmentally burdensome materials whenever possible. Reform: Reuse materials in a different form. Collection and Storage

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Table 2.12: Details of Construction Waste Material Generated

Total construction waste (MT) Construction generated @ 40 Kg/sq.m of builtup area waste material 1870 (46758.78) soil, sand & Gravel 0.35 655 bricks & Masonry 0.3 561 Concrete 0.25 468 Metal 0.05 93 Bitumen 0.0204 37 Wood 0.0204 37 Other 0.01 19 Source: TIFAC

2.7 Traffic Management Plan and Parking Facilities The proposed project will have one traffic entry/exits, through 18 m wide service road from North direction. All internals roads are 6.0 m wide. The entry/exit points have been marked on the layout plan. The project site is well connected to network of roads leading from various parts of the city.

Adequate provision has already been kept for car/vehicles parking at the proposed project. Vehicle parking will be at the basement, stilt and surface within the premises.

Table 2.13: Parking Calculations

Required Parking AS per building by laws (TNCP Uttar Pradesh)

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Parking Provided Location General (ECS) In Stilt(Block A&B) 4022.66 m2/23 m2 174 Basement (Block A&B) 4370.6 m2/32 m2 137 In Open 69 Mechanical Parking 148 Total 528 Two Wheeler parking (320 m2 /10 m2) 32 Total Car Parking Provided 560

2.8 Fire Fighting System The project site falls under residential occupancies according to National Building Code-2016. Following provisions are required to be made according to National Building Code- 2016. The fire- fighting system has been designed considering the following codes, manual and guidelines;

 National Building Code of India (NBC-2016);

 As per requirement of fire officer/local fire approving authorities; and

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Following items are envisaged for firefighting:

 Fire-Water Connections; Firewater inlet and outlet connections shall be provided to the water storage tanks;

 External main fire ring, having 150 mm diameter and hydrants @ 45 m3/Sec. spacing shall be provided. This external fire ring shall be separated from the Sprinkler Main Systems;

 Storage tanks are provided for the supply of water for the firefighting facility.

 The fire extinguishers provided should be in conformance with Ozone Depleting Substances (Regulation and Control) Rules 2000.

System Description

An elaborate firefighting arrangement shall be designed as per the requirement of National Building Code Part-IV. Internal fire hydrants at suitable and convenient locations shall be provided on fire water supply mains.

The internal hydrants shall be placed at every floor level or one hydrant shall be provided for 1000 sqm. floor area.

Sprinkler System

Sprinklers shall be required in the basement.

Portable Fire Extinguishers

Portable fire extinguishers of water CO2 type 9 ltrs. Capacity, Carbon-di-oxide of 4.5 kg capacity shall be provided as first aid fire extinguishing appliances. These extinguishers shall be suitably distributed in the entire public as well as service areas.

These shall be placed or hanged on wall in a group on several suitable places. The number of extinguishers shall be calculated as per NBC. It is assumed that Fire Alarm system shall form part of electrical installation.

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A satisfactory supply of water for the purpose of fire-fighting shall always be available in the form of underground/terrace level static storage tank.

Wet riser: Wet riser shall be installed as per IS- 3844 and NBC -2016

Ventilation: Ventilation shall be provided for Supply of outside air into, or the removal of inside air from an enclosed space as per NBC of India -8.

Adequate fire protection facilities will be installed including fire detectors, fire alarm and firefighting system to guard the building against fire. All fire protection facilities are designed as per the latest National Building Code of India.

1.6 Details of Construction Materials List of building materials to be used at site is as follows: 1. Fly ash products (bricks/cement) 2. Coarse sand 3. Fine sand 4. Stone aggregate 5. Stone for masonry work 6. Stone for under floor soling 7. Cement 8. Reinforcement steel 9. Plywood & steel shuttering 10. Pipe scaffolding (cup lock system) 11. Bricks 12. ‘B’ class GI pipe (ISI marked) 13. PVC waste water lines 14. S.W. sewer line up to main sewer 15. PVC rain water down take 16. Stainless steel sink in kitchen

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List of Machinery Used During Construction (i) Dumper: Shall be used for mud and material handling (ii) Concrete mixer with hopper: For RCC work (iii) JCB: Shall be used for digging and earth work (iv) Cranes: Used for lifting and moving of materials. (v) Road roller: For compaction of earth and road construction. (vi) Transit mixers for premix concrete.

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DESCRIPTION OF ENVIRONMENT

In this section, an attempt has been made to evaluate the environmental settings of the project and study area so as applicability of Government of India (GOI) regulatory requirements as well as environmental management practices of Ministry of Environment and Forest (MoEF) could be envisioned. Based on the existing environmental scenario, potential impacts of site improvement will be identified and accordingly management plan will be proposed.

3.1 Physical Resources Accurate determination of baseline conditions of natural and physical environmental components at project site is vital for robust impact assessment. The components of the environment for which the information has been collected are described in the following subsections. 3.1.1 Climate

Allahabad has a humid subtropical climate common to cities in the plains of North India.The annual mean temperature is 26.1 °C (79.0 °F); monthly mean temperatures are 18–29 °C (64–84 °F).Allahabad has three seasons: a hot, dry summer, a cool, dry winter and a hot, humid monsoon. Summer lasts from March to September with daily highs reaching up to 48 °C in the dry summer (from March to May) and up to 40 °C in the hot and extremely humid monsoon season (from June to September). The monsoon begins in June, and lasts till August; high humidity levels prevail well into September. Winter runs from December to February, with temperatures rarely dropping to the freezing point. The daily average maximum temperature is about 22 °C (72 °F) and the minimum about 9 °C (48 °F). Allahabad never receives snow,[90] but, experiences dense winter fog due to numerous wood fires, coal fires, and open burning of rubbish—resulting in substantial traffic and travel delays.[88] Its highest recorded temperature is 48 °C (118.4 °F), and its lowest is −2 °C (28 °F). Rain from the Bay of Bengal or the Arabian Sea branches of the southwest monsoon falls on Allahabad from June to September, supplying the city with most of its annual rainfall of 1,027 mm

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3.1.2 Drainage and Physiography The rivers of the district belong to the main system of the Ganga and comprise several sub-systems of which the most important are the Yamuna and the Tons, other including the minor systems of the Varuna and Sai. The river Ganga enters the Allahabad district in the tehsil Soraon. Further it forms the boundary between the Holagarh and Soraon (on the North) and Koarihar block (in the south) and reaches the new cantonment of Allahabad, and joins Yamuna near the Allahabad Fort. Further onwards it forms the boundary between the tehsils of Phulpur (on the North) and Karchana (on the South) till it reaches Lahtak (in tehsil Karchana) after which it separates tehsil Handia from Karchana. After joining Tons at Sirsa it takes a northeasterly bend and runs on in the same direction to Lachagir. It then flows southeasterly till it reaches Tela after which it forms the boundary between the district Allahabad and that of Sant Ravidas Nagar and running southwards for about 13 kilometres and then eastwards for about 6 kilometres leaves the district about 3 kilometres north-east of Manda railway station. It continuously shifts its channel within its wide bed (known as Kachaar), the dhar dhak or deep stream rule prevailing everywhere the old beds of the Ganga are to be seen near the mouth of the Tons (in tehsil Meja) and in several other places. During the monsoon season the river has great depth and attains an average breadth of 3 to 5 kilometres but in winter and hot weather it shrinks considerably breaking into two or more channels. There are many streams which join the Ganga during its course downwards. The major ones are Bisnar, Mansaita, Bairagia, Andana, Gondri, Bara and Saraiha. The Yamuna or Kalindi is the chief tributary of the river Ganga in the district and is personified in the Hindu mythology. It enters the district in tehsil Bara, south eastwards and at Deoria it is joined by Gahera nullah. From Deoria it takes a sharp bend towards the north after which it flows in a north easterly direction being joined by the Sasur Khaderi on its left. After Naini is joins Ganga on its right near the fort. The Yamuna differs from the Ganga in possessing steeper banks, a more constant channel and a more rapid flow. It contains much less silt and its water is much clearer. Its average breadth is about 2.5 kilometers when it is in spate and about a kilometer during dry weather, its depth varying

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371greatly(part), duringArazi no. the372, rainyin Village season. Harwara There , arePargana many & streamsTehsil- Sadar which, District join Yamuna- Allahabad. during its course. The major ones are Jhagrabaria, Gahera and Sasur Khaderi. Tons river first touches the southern boundary of the district near Deora and after separating the district from M.P. for about 8 kilometers leaves the district but returns to enter it near the Kandari (in tehsil Meja). It then runs north eastwards in an irregular course for about 64 kms separating tehsil Karchhana (on the left) from tehsil Meja (on the right) to join the Ganga near Sirsa. Though it carries a considerable volume of water it is quite non-navigable as its bed is full of boulders. Its banks are generally steep having ravines. During the rainy season it attains breadth of about 365 meters but in dry season its maximum breadth is not more than 137 meters which at places is narrowed down to 36 meters. It is crossed by several ferries and a rail bridge near Samhan (in tehsil Meja). It is joined by several small streams and hill torrents at various places. There is a long and disconnected series of large and shallow lakes in the transGanga tract as the outlets for the surface water are inadequate. The chief lakes are Jogitaal, Mariaon, Danitaal, Basaundha, Mujhala, Qazipur, Upardaha, Belsara, Kanti, Sakari and Sonai.

Project Site

Fig. 3.1: Drainage Map of the Allahabad

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadar, District- Allahabad. 3.1.3 Soil Type The confluence (Sangam) of the two rivers lies in the south east of the city. These rivers are perennial rivers, which carry huge volumes of water during the rainy season. Project site is flat land of fertile Gangetic plain of Uttar Pradesh. The soil is characterized as highly fertile alluvial soils, having a flat topology broken by numerous lakes, rivers and ponds. The most notable river in the region is the Ganges (Ganga). This region is highly populated. Crops cultivated here are rice, wheat, barley, and sugarcane. The site is located amidst a moderately populated area of Allahabad city. Terrain in the Terminal site is plain, devoid of any vegetation. However, green belt has already been developed all round the terminal facility. Terminal is surrounded by residential colonies in the vicinity. Geological Survey of India (2001) has identified the following geomorphic features, out of which district falls under the older alluvial plain. Active Flood Plain: It is quite localized and confined only to the river system. Older Alluvial Plain: It is characterized by depositional and erosional terraces found in patches along the active plain. Rocky Surface (Denudational hills): These are prominent in trans -Yamuna area formed mainly of quartzitic nature.

3.1.4 Hydrology of Study Area

3.1.4.1 Ground water status of Allahabad District:

Ground water is mainly controlled by drainage, topography and lithological behavior; it occurs underground water condition at shallow depths and under confined condition at deeper depths. Depth to water in premonsoon ranges between 3.0 to 15.0 mbgl and average water level is 6.0 to 7.0 mbgl in Trans Ganga area. Post monsoon water level varies between 1.45 to 13.00 mbgl in Trans Ganga area. Water level varies 5.00 to 6.00 mbgl in Trans Yamuna area.

Data of the district was analyzed from 1995 to 2005, which clearly show that the long-term fluctuation ranges between 0.79 to 3.50 m corroborating a higher base flow of ground water in Trans Yamuna area. The yield of the wells varies from 950 to 3200 lpm in alluvial area of Trans Ganga and it varies from 50 lpm to 1200 lpm in hard rock (Vindhyan) areas.

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Fig. 3.2: Hydro geological Map of Allahabad City

3.1.4.2 Quality of Surface Water (River):

Allahabad is located in the southern part of the state of Uttar Pradesh, at 25°27′N 81°50′E 25.45°N 81.84°E, it is an old and unique city in India where two big rivers of the country namely Ganga and Yamuna carrying various industrial effluents have a confluence. The industrial effluents as well as domestic sewage/wastes are disposed in these rivers either with partial or no pre-treatment and hence increasing concentration of different kinds of pollutants including that of heavy metals in the riverine water. The indiscriminate dumping and release of wastes containing wide variety of organic and inorganic pollutants including solvents, oils, grease, plastics, plasticizers, phenols, heavy metals, pesticides and suspended solids are hazardous substances into rivers might lead to environmental disturbance which could be considered as a potential source of stress to biotic community.

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Parameters Ganga at Ganga at Ganga at Ganga at Ganga at Ganga at Ganga at Ganga at Ganga at Allahabad Kadaghat, Allahabad Allahabad Kadaghat, Allahabad Allahabad Kadaghat, Allahabad (Rasoolabad) Allahabad D/S (Rasoolabad) Allahabad D/S (Rasoolabad) Allahabad D/S (Sangam), (Sangam), (Sangam), 2012 2013 2014 Mean Mean Mean Mean Mean Mean Mean Mean Mean Temperature 24 24 25 24.7 24.3 24.7 24.4 24.5 24.4

DO(mg/l) 7.4 7.8 7.1 8.5 8.4 8.2 8.7 8.4 8.5 (>4 mg/l) pH (6.5-8.5) 8.2 8.2 8.2 8.2 8.2 8.3 8.3 8.3 8.3

Conductivity 459 441 511 367 374 429 385 382 404 (µmhos/cm) BOD(mg/l) 5.6 4.8 5.1 3.6 3.4 3.6 3.6 3.9 4.2 ( <3 mg/l ) Faecal Coliform 3058 2600 3450 5033 16100 6475 17283 18333 31833 (<2500MPN/100ml (MPN/100ml) Total Coliform 7583 4958 9500 21417 22417 24333 24.4 24.5 24.4 (<5000MPN/100ml)

Table-3.2: Water Quality of River Ganga at Allahabad (2016) Parameters Ganga at Allahabad Ganga at Kadaghat, Ganga at Allahabad D/S (Rasoolabad) Allahabad (Sangam), Min Max Min Max Min Max Temperature 20.3 27.6 20.5 28 21 28

DO(mg/l) 6.8 8.6 7 8.4 8.4 7.7 (>4 mg/l) pH 7.9 8.4 7.9 8.4 7.7 8.4 (6.5-8.5) Conductivity(µmhos/cm) 328 385 339 386 403 488 BOD(mg/l) 3.6 4.5 3.8 4.7 3.6 4.8 ( <3 mg/l ) Faecal Coliform 21000 26000 27000 27000 21000 33000 (<2500MPN/100ml (MPN/100ml) Total Coliform 32000 58000 33000 54000 34000 63000 (<5000MPN/100ml)

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DO(mg/l) (>4 mg/l) 8.1 7.2

pH (6.5-8.5) 8.2 8

Conductivity (µmhos/cm) 522 634

BOD(mg/l) ( <3 mg/l ) 2.4 2.4

Faecal Coliform 2875 1533 (<2500MPN/100ml (MPN/100ml) Total Coliform 5975 3225 (<5000MPN/100ml)

Table-3.4: Water Quality of River Yamuna at Allahabad (2016) Parameters Yamuna At Allahabad D/S (Balua Ghat), U.P Min Max Temperature 21 28.5

DO(mg/l) (>4 mg/l) 7.4 8.8

pH (6.5-8.5) 7.9 8.3

Conductivity 472 578 (µmhos/cm) BOD(mg/l) ( <3 mg/l ) 2.2 2.8

Faecal Coliform 1700 7800 (<2500MPN/100ml (MPN/100ml) Total Coliform 6300 14000 (<5000MPN/100ml) Source: cpcb.nic.in

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Water quality of river Ganga during Kumbh:

This year, Kumbh started on January 15, 2019 to March 4, 2019. The state irrigation and water resources department has been releasing 7,000 cusecs extra water into the river, from various barrages and dams, every day, since preparations for Kumbh Mela 2019 began. This much water makes the Ganga appear clean like never before. This shows that the water quality has been improved through dilution and stopping pollutants from entering into the river.

According to the Central Pollution Control Board (CPCB), the river water can be fit for bathing if the BOD level is less than 3 mg/l, and DO is more than 5 mg/l.

Table-3.5: Water Quality of River Ganga during the month of January 2019 (Kumbh-2019)

Source: UPPCB, Prayagraj

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Now, look at these indicators from the same month in the last two years. They were abysmally bad. Table-3.6: Yearly Data of Ganga River during month of January

The above data indicates that BOD & DO in month of January 2019 (during Kumbh) is well within the limits as prescribed by CPCB for bathing purpose (i.e BOD < 3 mg/l, and DO > 5 mg/l. ) whereas in previous years these values were above the prescribed limits.

Table-3.7: Water Quality of River Yamuna & Ganga River in the month of February 2019 DO(mg/l) BOD(mg/l) Total Coliform Faecal Coliform (MPN/100ml) (MPN/100ml) Yamuna River 9.3 2.40 12000 7000 Ganga 10.4 3.1 14000 7800 River(Upstream of Sangam) Ganga River 9.8 3.4 17000 9300 (Downstream of Sangam)

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3.2 Geography and Land Use (a) Geography Land is the most vital resource for sustenance of life and degradations of land due to industrialization, urbanization and population growth is a matter of concern. Therefore, it is necessary to establish the existing land use pattern to optimize the land use as well as minimize degradation due to the developmental activities. Allahabad city is among major cities of Uttar Pradesh located at 25°45´N and 81°84´E in the southern part of the Uttar Pradesh at an elevation of 98 meters (322 ft.) at the confluence of the Ganga and Yamuna. (b) Land use The growth of Allahabad is clearly marked by the Master Plan. Land use is one of the most important components of any Master Plan which streamlines the pattern/ direction of city growth. This section is aimed at analyzing and discussing the land use of the city. Master plan area includes main city, Naini, and Phapamau. The current Master Plan for Allahabad (2001-2021) covers 21689.13 ha of land under different categories of land uses (Table 2-9); maximum portion of land is utilized for residential purposes accounting for 35.14% of the total area. There is a high proportion of land under “other” land uses (14.91%) which includes area under green belt, forest, cremation ground and dairy farm. The recreational land use covers a significant portion of land use (16.02%) which is due to inclusion of ground for Kumbha mela as part of recreational area. Area under transportation land use is 11.67% of the total. Table 3.8: Land use breakup 2001 & 2021 S. No. Land Use Area (Ha) Percentage (%) Area in % Area 2001 2001(Ha) 1 Residential 11164.48 36.11 7622.24 35.14

2 Commercial 746.2 2.41 545.43 2.51

3 Industrial 1722.89 5.57 1217.81 5.61

4 Government 2624.5 8.49 1871.09 8.63

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6 Public/semi- 1179.78 3.82 571.24 2.63 public 7 Public utilities 690.05 2.23 1660.53 7.66

8 Transportation 3736.3 12.08 2434.8 11.23

9 Other land uses 4099.73 13.26 3234.51 14.91

Total 30917.38 100 21689.13 100

Source: Source: CDP Allahabad – 2021 http://mohua.gov.in

Figure 3.3: Land use distribution, Master Plan 2021

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Source: CDP Allahabad – 2021

Figure 3.4: Allahabad Master Plan, 2021

There are 5 major seismic zones (zones I, II, III, IV & V) in India, based on the seismo- tectonic parameters, history of seismicity and certain geophysical parameters. Allahabad comes under Seismic zone III. Seismic zone map is shown in the Figure 3.5.

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Figure 3.5: Map Showing Seismic Tectonic Zone

3.3 Air Environment The existing quality of the air environment serves as an index for assessing the pollution load and the assimilative capacity of any region and forms an important tool for planning project activity in the area. Secondary data was collected through various reliable sources for the assessment of the ambient air quality of Allahabad. 3.3.1 Climate and Meteorology Climate and meteorology of a place can play an important role in the implementation of any developmental project. Meteorology is also the key to understand local air quality, as there is an essential relationship between meteorology and atmospheric dispersion involving wind in the broadest sense of the term.

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Fig 3.6: Wind Rose Diagram (Wind is blowing from South-West to North-East) (Source: www.meteoblue.com)

3.3.2 Relative Humidity

The climate is marked by high relative humidity i.e. 70 to 80 percent during monsoon and progressive decrease in humidity (during the summers humidity is very low i.e. 15 to 20 percent only). During the monsoon season the skies are heavily clouded but during the rest of the year they are clear or lightly clouded except for short spells of a day or two during the cold season when in association with the passing western disturbances, they become cloudy.

Table 3.9: Temperature and Precipitation/Rainfall for the year 2018 Month Temperature Precipitation/Rainfall (oC) (mm) Average Min Max Average

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(Source: en.climate-data.org)

3.4 Air Environment The existing quality of the air environment serves as an index for assessing the pollution load and the assimilative capacity of any region and forms an important tool for planning project activity in the area. Secondary data was collected through various reliable sources for the assessment of the ambient air quality of Allahabad.

3.4.1 Air Quality of Allahabad City

Table -3.10: National Ambient Air Quality Standards (CPCB, 2009) Pollutant Time Weighted Concentration in Ambient air (g/m3)

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(SO2) 24hr** 80 80 -UV fluorescence Nitrogen Dioxide Annual Average * 40 30 -Modified Jacob (NO ) &Hochheiser (Na-Arsenite) 2 24hr** 80 80 -Chemiluminescence Particulate Matter Annual Average * 60 60 -Gravimetric (size less than 10 -TOEM 24hr** 100 100 3 µm) or PM10 µg/m -Beta attenuation Particulate Matter Annual Average * 40 40 -Gravimetric (size less than 2.5 -TOEM 24hr** 60 60 3 µm) or PM2.5µg/m -Beta attenuation Ozone (O3) µg/m3 8hr** 100 100 -UV photometric -Chemiluminescence 1hr** 180 180 -Chemical Method Lead µg/m3 Annual Average * 0.50 0.50 -AAS/ICP method after sampling on EPM 2000 or 24hr** 1.0 1.0 equivalent filter paper ED-XRF using Teflon filter Carbon monoxide 8hr** 02 02 -Non Dispersive Infra red mg/m3 1hr** 04 04 (NDIR) spectroscopy Ammonia (NH3) Annual Average * 100 100 -Chemiluminescence µg/m3 24hr** 400 400 -Indophenol Blue method

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Table -3.11(a): Air quality trends of Allahabad in recent years Year 2012 2013 2015 2016

Parameter PM10 SO2 NO2 PM10 SO2 NO2 PM10 SO2 NO2 PM10 SO2 NO2 Residential 285 3.5 28.3 218 4.1 26.2 233.5 3.5 23.0 179.3 3.0 27.0 Commercial 347.4 4.8 34.1 253.7 5.2 31.9 269.9 4.2 29.3 224.6 3.7 39.4 Source: cpcb

Table -3.11 (b): Air quality trends of Allahabad in recent years (Annual Average)

3 3 3 Year (Operating SO2 (µg/m ) NO2(µg/m ) PM10(µg/m ) Stations Five) 2011 6 23 260 2012 4 32 317 2013 5 29 235

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Analysis of recent years air quality data with respect to PM10 shows a decreasing trend but exceeds

NAAQS, SO2 showed a stable trend and NO2 shows an increasing trend due to the increasing number of vehicles and commercialization

Table -3.12: Air quality of Allahabad in February 2019 (During Kumbh 2019)

S. No. Place Category PM10 SO2 NO2 AQI (µg/m3 )

1. Crossing Mahalaxmi Commercial 212 15.10 45.70 175

2. Bharat Yantra Nigam Residential 193 13.50 39 162

3. Sewage Plumbing Commercial 221.80 2.81 62.33 180 Station (Alopibagh)

4. Cooperative Bank Commercial 146.93 1.73 47.86 131

5. Parag Dairy (Rambagh) Commercial 184.56 2.36 52.81 156 (Source: http://www.uppcb.com/air)

AQI Values Remark Possible Health Impact 0-50 Good Minimal impact 51-100 Satisfactory Minor breathing discomfort to sensitive people 101-200 Moderate Breathing discomfort to the people with lungs, asthma and heart diseases 201-300 Poor Breathing discomfort to most people on prolonged

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3.4 Noise Environment Noise attributed to roads, depends on factors such as traffic intensity, the type and condition of the vehicles plying on the road, acceleration/deceleration/gear changes by the vehicles depending on the level of congestion and smoothness of road surface (IRC: 104-1988). High noise levels are a concern for sensitive receptors, i.e., hospitals, educational institutions, etc. Noise is an area of concern and the high noise levels may be attributed to vehicular movement and congestion on the roads as well as on- going construction work around the area.

In residential areas, the day and night time noise levels were recorded between 55.5 & 54.3 and 45.0 & 44.4 dB (A) for the year 2015 and 2016 respectively. The values were almost equal to the prescribed limit of 55 and 45 dB (A) for day and night time respectively.

In commercial and traffic area, the day and night time noise level were recorded between 64.6 & 61.5 and 52.8 & 51.4 dB (A), for the year 2015 and 2016 respectively. Noise level at all the commercial sites during day and night time were found below the prescribed limit of 65 and 55 dB (A) respectively.

In industrial area Naini the day and night time noise levels were recorded 58.9 & 59.9 and 51.3 & 49.7 db (A), for the year 2015 and 2016 respectively. Noise levels at all industrial locations in the day and night time was found below the prescribed limit of 75.0 and 70.0 dB (A) respectively.

Table 3.13: Ambient Noise quality Standards as per Uttar Pradesh Pollution Control Board Class Unit db (A) Leq

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Table 3.14: Noise Level dB (A) during Day and Night Time Class Average Year 2015 Average Year 2016 db (A) Leq db (A) Leq Day Night Day Night Residential Area 55.5 45.0 54.3 44.4 Commercial Area 64.6 52.8 61.5 51.4 Industrial Area 58.9 51.3 59.9 49.7 Silence zone 54.2 44.7 54.6 42.3 Source: UPPCB 3.5 Ecological Resources The ecological survey is based on secondary data available of the area (with in project area and 10 Km radius around the project site), to assess the potential ecological impacts of the proposed project upon ecology, to develop adequate and feasible mitigation measures (via inputs to project design and layout, working practices) and also to keep residual ecological impacts with acceptable limits, and also to develop ecological monitoring parameters. This section of report presents ecological baseline of the area and study was carried out in two separate headings for floral and faunal community respectively.

3.5.1 Natural Vegetation of Allahabad district: The area reported under forest in Allahabad district during 2011 is 21,455 hectares. More than 90 per cent of the total area under forest lies in trans-Yamuna mainly in blocks of Meja (4,383 hectares) Koraon (6,415 hectares), Manda (5,264 hectares) and Shankargarh (5,218 hectares). Till last century patches of 'dhak' were found in the trans-Ganga tract mostly between Phulpur and Sarai Mamrez,

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Table 3.15: List of wild animals found in Trans Yamuna area (Tehsil- Bara, Meja) Sl. No. Name of animal Scientific name 1. Black buck Anteloppe cervicapra 2. Neelgai or Blue bull Boselaphus tragocamelus 3. Boar Sus secrofa 4. Hyaena Hyaena hyaena 5. Chinkara Gazella bennetti 6. Sambar Cervus unicolor 7. Bear Melursus ursinus 8. Leopard Panthera pardus 9. Monkey Rhesus macaques

10. Langoor Semnopithecus entellus 11. Indian Porcupine Hystrix leucura 12. hare Lepus rufica udatus 13. fox Kulpus bengalensis

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i) Core Zone Within the project area ii) Study Area 10 km radius around the project area

3.5.3 Floral Community  Core Zone: There was little vegetation within the core zone. Some trees were present in the project site. Few species of grasses were also seen. There is no presence of reserved or any forest in the proposed site.

 Study Area in 10 km radius around the project site: The list of prominent floral diversity has been obtained for the Allahabad district. The list of flora observed in the buffer zone is given in Table 3.16:

Table 3.16: List of Flora Observed In the Study Area S.No. Botanical Name Local Name 1. Bambusa bambos Bamboo 2. Butea monosprma Dhak

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3.5.4 Faunal Community A general faunal study was carried out for the core zone and Study Area separately as given below. i. Core Zone: There was no unique faunal community within the core zone of the project area, except most of the faunal species are domesticated like toad, frog, sparrow, rats, dogs and cattle etc.

ii. Study Area: a) In 10 km radius around the project area:

Table 3.17: Fauna of the Study area (Secondary sources):

S.I. Local Names Zoological Names Amphibians 1 Toad Bufo sp 2 Frog Rana tigrina Reptiles 3 Indian garden lizards Calotes versicolor 4 House Lizards Hemidactylus sp. 5 Cobra Naja naja

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Butterflies

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Aquatic Ecology: Aquatic ecosystem harbors a variety of communities, which constitute the characteristics and functioning of the ecosystem in terms of maintaining production and food chain. Water qualities also strongly influence distribution and extent of biodiversity in Yamuna River. Planktonic and benthic communities determine processes, functions and attributes of aquatic ecosystem. Yamuna River, Ganga River and Sangam are found approx. 5 km, 3 km, and 10.5 km respectively from the project site and the analysis of biodiversity present in these rivers is based on data collected from secondary sources.

Phytoplankton: The dominant species of Bacillariophyceae in the Yamuna & Ganga River are Amphora sp., Navicula sp., Synedra sp. and Tabellaria sp. Sarkar (2011) reported 10 prominent genera as Cyclotella, Gomphonema, Stauroneis, Nitzshia, Fragillaria, Syndra, Navicula, Melosira, Frustulia and Amphora. It is observed that the group Chlorophyceae represents the highest number of species. The maximum numbers of species are Celastrum, Pediastrum, Pleurotaenium, Scenedesmus, Schroederia, Spirogyra and Ulothrix genera.

Zooplankton: Zooplankton in the entire Yamuna stretch was represented by 38 orders and 1 subclass (Acari). In Yamuna river about 14 order of Protozoa, 4 order of Rotifers, 6 order of Crustacean, 1 order of Molluscs, 3 order of Nematodes, 3 order of Annelids and 7 order of Insects were reported.

Fishes: Commonly found fishes in Yamuna, Ganga and Sangam are Common carp (Cyprinus carpio), Catfish (Aorichthys aor), Giant river catfish (Sperata seenghala), W. attu, L. rohita, C. catla, C. mrigala, T. putitora and L. calbasu etc.

3.6 Socio Economic Environment Socio-Economic Scenario

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3.6.1. Population Structure: The district of Allahabad is one of the most populous districts of Uttar Pradesh. It supports a population of 59, 59,798 persons. The percentage of male and female population is 52.58 and. 47.42 per cent respectively. The population among the 20 blocks of Allahabad district varies from 1, 51,080 in Kondiyaar to 3, 97,184 in Koarihar. The block wise population distribution is given in table 3.11.

Table 3.18: Blockwise Distribution of Population in Allahabad District (2011)

S. No. Block Total Males* Total Females* Total Population 1 Koarihar 208839 188345 397184 2 Holagarh 97976 88361 186337 3 Mauaima 94885 85574 180459 4 Soroun 107095 96586 203681 5 Bahriya 144402 130231 274633 6 Phulpur 121420 109505 230925 7 Bahadurpur 156997 141589 298586 8 Partappur 118715 107064 225779 9 Saidabaad 133093 120032 253125 10 Handiya 121886 109925 231811 11 Dhanupur 108689 98022 206711 12 Jasra 90930 82007 172937 13 Shankargarh 86014 77572 163586 14 Chaka 107205 96685 203890

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Allahabad district also supports a large population of scheduled castes and scheduled tribes. The total share of scheduled caste and scheduled tribe population is22.75 per cent. There is much variation among the scheduled castes and scheduled tribes population in the different blocks of the district. These variations are due to social, political and historical factors. Table 3.21 shows blockwise distribution of scheduled caste and scheduled tribe population.

Table 3.19: Block wise Distribution of SC and ST Population in Allahabad District (2011)

Total Population* S.No. Block SC ST Share in Total Population (%) 1 Koarihar 109891 1556 28.06 2 Holagarh 49785 0 26.72 3 Mauaima 46126 0 25.56 4 Soroun 54637 833 27.23 5 Bahriya 72092 27 26.26 6 Phulpur 56967 16 24.68

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3.6.2. Population Density: Allahabad district has a large size of population thus we find that the overall population density of the district was 1087 persons /ha in 2011. Earlier, in 2001 it was reported to be 901. Thus, there is a significant change over the previous decade. The variation in population density of the rural and urban areas was quiet large. Block wise variation is shown in table 3.20.

Table 3.20: Block wise Distribution and Decadal Change of Population Density in Allahabad District (2011)

Population Density*

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3.6.3. Urbanization:

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3.6.5. Industry: After independence the industrialization process was quickened with the birth of a big industrial centre at Naini in 1957. Presently, Allahabad has emerged as a great industrial centre of the region. During 2001 the district has 211 registered factories employing 6,264 workers on daily basis. The total numbers of rural and small scale industries were 3220.

3.6.6. Transport: Allahabad has been a place of pilgrimage for the Hindus from time immemorial particularly at the time of the kumbh Mela. Thus, a very wide and elaborate network of roads has developed since older times. In 1883 the district was served by 4 metalled roads. The Grand Trunk road crosses Ganga at Daryaganj. Presently, the Allahabad district has 6,331 kilometers of metalled roads connecting major parts of the district with one another. Allahabad is served by national highway 2 (NH 2) connecting New Delhi to Calcutta. Another important transportation lines are NH 96 and NH 27 connecting Allahabad with Faizabaad and Madhya Pradesh respectively. The proposed eight lane Ganga Expressway will also pass through the district. There are a number of state highways connecting the city with other parts of the state. There are many bridges on Ganga and Yamuna rivers linking the city to other parts of the district, state and nation. Allahabad has three big bus stands in different parts of the city. Local transport is mainly carried through rickshaws, auto rickshaws or city buses. The district is well connected by the

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3.6.8. Markets There are permanent markets nearby.  Sulem Sarai Market-500m (NE) 3.6.9 Basic Infrastructure Facilities in Villages All the villages lying in the study area are well connected by pitched roads. All the villages have at least a primary school, a primary health centre, post office and branches of nationalized bank. All the villages are connected by telephone and electricity grid.

3.6.10. Infrastructural Facility in the study area

The Study Area is well equipped with education, medical facility, drinking water, communication, approach roads and irrigation. Allahabad city have well-developed infrastructural facilities.

3.6.11. Education The Allahabad educational system is distinct from Uttar Pradesh's other cities, with an emphasis on broad education. Board of High School and Intermediate Education Uttar Pradesh, the world's biggest

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Allahabad University - 8.5Km (NE) Integral Institute of Finance -6.0 Km (N) MNNIT, Allahabad- 10.0 Km (NE) IIIT, Allahabad - 2.0 Km (SW)

3.6.12 Public Health

Available medical facilities in the Study Area are hospitals, dispensaries, health centers, public health Sub centers; maternity homes etc. within a range of 5-10 kms, most of the villages in the study area have medical facility available in one or the other. Some of the important medical facilities in nearby area:

Delhi Ortho Spine & Trauma Centre -1 km (N) Narayan Swaroop Hospital -1.5 Km (NW) Sahara Hospital-2.0 Km (SW) Motilal Nehru Medical College -7 km (E)

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IMPACT IDENTIFICATION & ASSESSMENT

4.0 General

Prediction of the impacts due to the development, construction and functional activities encompass the development process to be undertaken during construction and functional phases. For each category of environmental receptor (such as, ambient air quality, water quality, soils, land, etc) the potential impacts of activities during development & construction and functional phases and magnitude of the impacts have been assessed and discussed in detail in following sub sections. In each case, cognizance has been taken to mitigation measures inherited in the development, construction and functional phase.

The important steps in Impact Assessment are: Impact identification, prediction and evaluation. A number of techniques are available for identification, prediction and evaluation of impacts. Appropriate techniques have been applied for environmental impact assessment of the proposed project.

4.1 Pollution Sources

Pollutants generated in the development of proposed group housing project during both construction and operational phases are solid, liquid and gaseous in nature. Also the generation of pollution could be continuous, periodic or accidental. Sources of pollutants and their characteristics during the construction and operational phase are given in Table 4.1

Table 4.1: Pollutant Sources and Characteristics

S.I. Activity / Pollutant Pollutant Characteristics Frequency Area DEVELOPMENT & CONSTRUCTION PHASE

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PM10, PM2.5, b. Particulates matter, NO2 b. Bulk of the emissions are

SO2 and and CO from Vehicle expected from ground

NO2 exhaust working and leveling activities. Earth / Solid Solid waste from Periodic waste construction activity and excavation. Noise Noise generated from Temporary during initial construction equipment and construction phase machinery 2 Labour Sewage Sewage generated from Temporary during the welfare temporary labour camps on initial construction phase Camps site Solid Waste Solid Waste generated from Temporary during the temporary labour camps initial construction phase

Operational Phase 1 Vehicular Movement Air emissions Vehicle exhaust Continuous / and Noise emissions periodic

2 Diesel generators Air emissions SO2, NO2, SPM, CO Occasional during from fuel burning power failure Noise Noise due to running of Occasional during equipment power failure Hazardous Waste Used Oil Generation Occasional during oil changes 3 LPG Cylinders Thermal / Blast Accidental Explosion Accidental Effect due to LPG leaks and

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Environmental Aspects of Development & Construction Operations

 Generation, storage, and disposal of construction wastes  Noise pollution due to plant, machinery, equipment and vehicle movement;  Air pollution due to plant, machinery, equipment and vehicle movement;  Generation and disposal of wastewater;  Impact on ecology  Consumption of resources such as water, electricity, and diesel  Physical change in landscape due to earth work excavation and related activities  Soil erosion caused due to loss of vegetation and other construction activities  Impact on socio-cultural environment.

Environmental Aspects of Building Planning and Use

Impacts identified during operation of the proposed project and its use includes major concerns such as:

 Disposal of domestic (sewage) effluent generated

 Increase in noise levels due to transport

 Consumption of water and impact on water resources

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 Storm water during rains

 Management and maintenance of the project

4.2 Impact Identification

The areas of environmental concerns for which the impacts and their predictions are taken into consideration are mainly:

4.2.1 Physical Environment

4.2.2 Land Environment

4.2.3 Air Environment

4.2.4 Water Environment

4.2.5 Noise Environment

4.2.6 Biological Environment

4.2.7 Socio economic Environment

4.2.8 Aesthetics Environment

4.2.9 Solid Waste

The impacts can be further categorized as positive impacts and negative impacts depending on their nature, potential and magnitude.

Environmental aspects of housing scheme are not just limited to impact of sources of pollution but also related to energy conservation, water conservation and other issues, which are mentioned in Table 4.2.

Table 4.2: Environment aspects of proposed group housing other than sources of Pollution S.I. Area Aspect I. Energy Solar Heating, Day Lighting, Design Natural Ventilation, Thermal

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Site History before Construction

Earlier the project site was agricultural, now it has been converted into the residential as per the ADA Master Plan, 2021 and approved by Allahabad Development Authority. The proposed development will be as per the approval of the local authority and building bye-laws.

4.3.1 Topography Impact

Topography around the proposed project is plain. Therefore, topography and physiography of the area will not be affected during the construction and post construction phase of the project. Hence, no significant impact is anticipated on the topography and physiography from residential project.

Mitigation measures

Since there is no significant impact on topography from the proposed project, no detailed mitigation measures are proposed. It is however proposed that apart from the proposed plantation greens, turfing with local species will be carried out extensively.

4.3.2 Land Use Pattern Proposed project will be located on the net project area of 10116.00 m2. The existing land use will not get altered from the project as the current land use of the project is residential as per the ADA Master Plan, 2021 and the proposed development will be as per the approval of ADA and building bye-laws. The land use of proposed project is residential as per Allahabad Master Plan 2021. Therefore, Land use pattern of the area will not be affected by the proposed project.

4.3.3 Land Environment

4.3.3.1 Construction Phase

(i) Earthwork

Impact

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Mitigation measures

 The top-soil will be preserved separately and will be used for landscaping, green turfing purpose only. Hence, no immediate adverse impacts on the land environment are envisaged.  Proper drainage system shall be provided to deal with the storm water in case of rain. The impact on soil during construction phase will be marginal and reversible in the nature.  It is proposed to remove vegetative cover only from the specific site on which construction is to take place and allowing minimal disturbance to the vegetation in adjacent areas. The existing trees will be saved as for as possible. Land clearing activities will only be confined to necessary areas. The number, frequency and area of movement of heavy machinery will also be restricted.

(ii) Soil Impact

During the construction phase, the soil will be excavated which can lead to soil erosion if it is not utilized properly. Solid waste generated during construction phase is majorly inert waste i.e. Cement, earth, rubble, debris, etc. and minor chemical waste i.e. oil spills, paints, VOCs which can effect human health, groundwater quality and soil quality.

Mitigation Measures

 At proposed project, the soil excavated during construction will be first temporarily stored in an area earmarked and later will be used to fill up low lying area in and around the project as well as for landscaping of project site. The remaining soil will be disposed as per the norms. Proper drainage system shall be provided to deal with the storm water in case of rain.  Solid waste generated during the construction phase shall be properly collected and segregated as plastic, metal, and other and shall be disposed off as per the standard practice.  The construction waste generated will be reused within the project area.

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4.3.3.2 Operation Phase

Impact

During the operation phase of the project, the soil may get polluted/ contaminated from littering of various kinds of wastes generated within the site such as food items, paper, wood pieces, paints, pesticides, oil & grease etc. However, owing to the proposed solid waste management system, no significant impact is anticipated.

Mitigation Measures

To ensure against any chances of soil pollution, it is imperative to establish a well-planned solid waste collection system covering all areas of the site apart from door to door for the residential units. An identified area shall be designated for storage and segregation of the wastes which will be treated/

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4.3.4 Water Environment 4.3.4.1 Surface Water Hydrology Impact

The project area falls in the drainage basin of Yamuna River. Runoff during rains takes way to natural drain and in storm water drains laid in the area. During construction phase, there is no impact anticipated on the drainage pattern of the project area.

Mitigation Measures

Project proponent will ensure zero impact on water runoff flow direction and drainage pattern of the area throughout the construction of the proposed project by providing adequate water channel.

4.3.4.2 Ground Water Hydrology

Impact

In the area around the proposed project, rich aquifers are present. Water requirement during construction phase will vary depending upon construction activities and will be met with private tankers at the site. It is expected that construction of proposed project will be spread over a period of 2-3 years.

Approx. 50 KLD water will be required for site preparation activities dust settlement, consolidation, compaction and curing as well as building construction, drinking water purposes and other low end uses. The requirement of construction water will not put sudden pressure on the available ground water resources of area.

Mitigation Measures

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It is proposed to carry out the following to further minimize the demand on freshwater resources:

 Curing water will be sprayed on concrete structures and free flow of water not allowed.

 After liberal curing on the first day, all concrete structures will be painted with curing chemical to save water to stop daily water curing hence save water.

 Concrete structures will be covered with thick cloth/gunny bags and then water sprayed on them to avoid water rebound and ensure sustained and complete curing.

 Ponds will be made using cement and sand mortar to avoid water flowing away from the flat surface while curing.

 Water ponding will be done on all sunken slabs. This will also highlight the importance of having an impervious formwork.

4.3. Water Quality during the Construction Phase

A. Impacts on Surface Water Quality

Allahabad is situated on the confluence of holy river Ganga, Yamuna and mythival Sarswati. It encompasses a large area and is an inland peninsula surrounded by the rivers Ganga and Yamuna from three sides with only one side connected to the mainland. Dendritic drainage pattern is the most common features in the district which is the structurally controlled. Streams upto the fifth orders are encountered in the district. Site is fairly plain and average elevation is 100 m above mean sea level.

The drainage system of the area is controlled mainly by river Yamuna which flows to south-east. It may be observed that the rainwater from the project site shall be recharged to ground water by rain water harvesting pit.

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 Runoff related to unpaved and excavated areas during the rain shower. Runoff before Construction Total runoff before construction = Runoff Coefficient x Area (m2) x Rainfall intensity = 0.2 x 10116.00 x 0.04 = 80.92 m3/hr  Sediments transported to runoff from the construction site.  Run off related to area where lubricant, fuel other materials are stored, used and disposed, off. Surface water quality may be affected with the discharge of the runoff from the project site. The impact to the surface water bodies could arise from the increased soil erosion from excavated site only cause to increase in the suspended particles and turbidity of runoff water from the site. However, this impact will be temporary in the nature and would be observed in first rain only and as soon as rain is over, excavated soil at site would be stabilized. Therefore, the surface water quality during rains would be impacted marginally for very short duration.

Mitigation Measures

During the construction phase, surface water quality is likely to be affected due to soil erosion during first rain and generation of wastewater mainly from construction labour camp. However, this phenomenon will be temporary and restricted to close vicinity of construction site. The impact on surface water quality can be minimized by adopting following measures:

 Excavation during dry season and proper management of excavated soils,  Clearing all debris from site as soon as construction is over.  Covering the top soil with tarpaulin sheets or filled cement bags around the top soil.  Site barricading around the site can also prevent runoff.  By providing proper hutment and toilet facilities for construction labour in the form of portable toilets.

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Construction Wastewater Wastewater generated from the site during the construction contains suspended materials, spillage and washings from the various areas which can be hazardous and should not be mixed with the sewage water or allowed to percolate into the ground.

Mitigation Measures  A separate drainage should be provided for the construction wastewater and collected in a separate basin.  The water will be treated in STP of 250 KLD present at the site.  Sewage generated from the areas occupied by the construction labourers have to be directed into the existing municipal sewage drain of the area.

B. Impacts on Groundwater Quality.

No hazardous chemical and material will be used in the development and construction phase of the project. Debris and wastes generated during this phase will be collected and disposed suitable. Therefore, possibility of contamination of ground water will be negligible. Hence, no impact is anticipated on the ground water quality during the construction phase.

Mitigation Measures

Solid waste generation during construction phase will be negligible. However, a well-planned solid waste management plan will be followed during the construction phase including timely collection, segregation and disposal as per Construction & Demolition Waste 2016.

4.3.4.7 Ground Water Quality

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The storm water from the site will be used for recharging groundwater resources after adequate treatment of the storm water through oil and grease traps and filtration. 8 KLD of recycled water is proposed to be used for landscaping which will be met from municipal supply. Hence, no adverse impact is anticipated on the groundwater quality form the proposed project.

Mitigation Measures

 The proposed Project will be well maintained. Solid waste management practices will be adopted and followed to prevent groundwater pollution through leaching 4.3.4.3 Operational Phase

(i) Surface water Hydrology Impact The sewage effluents generated from the group housing will be collected through the sewer line network provided in scheme, collected sewage effluents will be treated in onsite STP of 250 KLD and after tertiary treatment recycled water will be used for Flushing and Horticulture. Secondary treated waste water will be discharged into Municipal drain.

Mitigation Measures

It is proposed to provide rainwater harvesting across the project site. The roof tops of buildings will be connected to the rainwater collection system. This will not only reduce the pressure of storm water management system of the city but also recharge groundwater.

4.3.4.5 Ground Water Hydrology Impact

During post construction phase, the total water requirement will be 225 KLD which will be met from Municipal water supply and 195 KLD of wastewater will be generated from the project.8 KLD of recycled water will be used for horticulture purposes. The developer shall make internal distribution network of water in the proposed project. Underground water tank of required capacity will be provided and over-head tanks will provided for water storage.

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The proposed rainwater harvesting will recharge groundwater aquifers from the open areas as well as roof top of the buildings.

As indicated in baseline environment conditions, plenty of ground water sources in the area are available. Further, rainwater harvesting will also recharge groundwater aquifers. Therefore, no significant impact is anticipated on ground water resources due to proposed project.

Water meters conforming to Indian standards should be installed at the inlet point of water uptake and at the discharge point to monitor the daily water consumption. To further lower the water consumption, options of Low flow flushing systems, sensor based fixtures, waterless urinals, tap aerators etc will be explored.

4.3.4.6 Surface Water Quality

Impact

No discharges from the project site will be made to any surface water body. The wastewater will be discharged to municipal sewers for which permission from municipal authorities will be availed.

However, in the event of excessive rainfalls the surplus runoff will be guided into natural drains flowing along the periphery of the colony. Number of pits proposed during operation phase will be 4(only for roof top).

Total Runoff potential during construction will be = 80.92~81 m3/hr Total Runoff potential post construction = 254 m3/hr Thus, there will be increase of 3 times in the total runoff volume post construction due to increase in paved area.

Mitigation Measures

As no significant impact is anticipated on the water bodies of the region, so no mitigation measures are suggested. Rainwater is generally devoid of any impurities and can ensure good quality water if certain precautions are taken:

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371 (part),CatchmentsArazi no. such372, asin roofsVillage should Harwara be ,accessiblePargana & forTehsil regular-Sadar clean, Districting and- Allahabad. ensuring no dead animals etc are present on the surface.  The roof should be made of non- toxic material, have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting is not advisable since most paints contain toxic substances and may peel off.  All gutter ends must be fitted with a wire mesh screen and a first flush device must be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces can be arrested by the mesh at the terrace outlet and contamination can be prevented to a large extent by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off. Remaining contaminants like silt and blow dirt can be removed by installing appropriate filters.  No sewage or wastewater should be admitted into the system.  No wastewater from areas likely to have oil, grease, or other pollutants should be connected to the system. For runoff from parking lots and roads, grease filters etc may be necessary to prevent risk of contamination from chemical spillage.

4.3.5 Air Quality

4.3.5.1 Construction Phase A. Emission Sources during the Construction Phase

The potential sources of air emissions during the construction and development phase of the project will be as follows:

 Dust from earth works (during site preparation)  Emissions from power generator at site  Emissions from the operation of construction equipment and machines  Fugitive emissions from vehicles running to site  Fugitive emissions during the unloading of material at the site  Fugitive emissions during mixing of cement with other building materials during development and construction activities

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are NO2, SO2, CO and particulate matter. B. Potential Impacts The likely impacts on air environment during construction phase have been identified in the form of “Impact Matrix” in Table 4.7. Ambient air quality effects are normally assessed in relation to their potential to cause  Health deterioration and nuisance in local communities  Health deterioration amongst onsite workers

C. Assessment of the Impacts Due to Dust Emissions During the excavation of channels, foundations, unloading of construction material, cement bags and mixing of cement with other building materials, fugitive dust emissions may be emitted at construction site. It may be noted that these emissions would be in the form of coarse particulate matter and will be settled down ultimately in the closed vicinity of construction site. Therefore, no significant impact is anticipated due to dust emission during development and construction phase.

Mitigation measures

 The soil management as discussed in EMP. The excavated soil shall be stored and used in landscaping.

 The dust emissions shall be controlled by regular sprinkling of water during earthwork and construction cement bags shall be placed in covered areas. Sand and bricks shall be covered with gunny bags to avoid dispersion of material in air.

 The approach roads to the proposed site are good metaled roads, therefore during material handling there shall be least spread of dust in the environment.

 It is further proposed to cover scaffolding, hosing down road surfaces and cleaning of vehicles especially during the dry season.

 It is mandatory for all automobiles vehicles to maintain the quality of exhaust emissions within permissible standards.

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 Pollution under Check (PUC) certificate provision at entry gate.

D. Assessment of the Impact Due to Diesel Generators

During construction phase power is available from UPPCL; Back up DG sets will be used only during power failure. Hence, no impact is observed.

Mitigation Measures

Low sulphur diesel (LSD) will be used which will result in lower emissions and increased efficiency. Avenue and curtain plantation on the internal roads and peripheral plantation around the site will also be developed.

4.3.5.2 Operational Phase

Impact Air Emissions Sources Increased traffic generation due to project is not going to cause significant increase in atmospheric concentration of gases and will not result in heat island formation. The minor impacts of emissions from traffic will be neutralized by developing a thick green belt along the periphery and internal road side. The other major source of pollution during operational phase will be emissions from DG sets. During the post construction phase, cars, scooter/motorcycle will be owned by the residents of proposed group housing will be for the visitors to the residential area. Vehicular emissions will be major sources of air pollution on approach road, bypass road and will depend upon the traffic density on the road at particular time. Quantum and dispersion of pollution from vehicular emission will depend upon the following.  Volume of traffic at the roads  Meteorological conditions.  Emission sources from automobiles engines (petrol/diesel)

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371From(part), theArazi vehicularno.372, emissions,in Village NO Harwara2 and ,SOPargana2 will &beTehsil pollutant-Sadar of, District primary- Allahabad. concern. The dispersion of vehicular emissions would be confined within up to 100 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 will be below the stipulated National Ambient 3 Air Quality Standards for NO2 (60µg/m ). At higher wind speeds the dispersion will be faster. In the proposed integrated project, green belt will be developed in the form of Parks and along the internal roads, which will also works as barrier for the movement of pollutants. Required capacity DG sets will be provided in Common facilities in case of power failure. Heights of stacks attached to DG set will be as per the stipulated guidelines of Central Pollution Control Board. Adequate height of stacks will be provided to the DG sets as per guidelines of MoEF(as per the Gazette of India Part II, Section 3, Sub-section (I) No. 318, dated July 11, 2002, is given below, refer table no. 4.3) to facilitate the dispersion of flue gases into the atmosphere.

Table 4.3: DG set Stack height Rule, as per MoEF Stack Height(for generator sets Stack Height shall be maximum of the commissioned after 1/07/2003) following in matter:

0.3 i. 14Q , Q= Total SO2 emission from the plant in kg./hr

ii. Minimum 6 m. above the building where generator set is installed.

iii. 30 m.

Table 4.4: DG set Stack height Nos. Capacity of DG set (KVA) Stack Height Provided (m) 1 100 KVA 6.0 m + Building Height

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In the proposed group housing, green belt will be developed in the form of Parks and along the internal roads, which will also works as barrier for the movement of pollutants.

Required capacity DG sets will be provided in Common facilities in case of power failure. Low sulphur diesel (LSD) will be used which will result in lower emissions and increased efficiency.

4.3.6 Noise

4.3.6.1 Construction Phase

Impact

During the construction phase of project, noise will be generated from the various sources. Some major sources of noise generation at project site are listed here under:  Generation of noise during movement of vehicles carrying materials and loading & unloading activities.  Generation of noise from excavation machines, concrete mixer and other construction machines.  Generation of noise during the operation of DG set.  Generation of noise during concreting, hammering, etc. All the above-mentioned sources at proposed development and construction activities will be intermittent and would be experienced occasionally. From vehicles bringing materials to the site 70 dB (A) DG set (with acoustic enclosures) 75 dB (A) Excavation 80 dB (A) Concrete Mixtures 80 dB (A) Hammering 80 dB (A) Mitigation Measures

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4.3.6.2 Operational Phase

Impact on Noise The main sources of noise from the project are running of D.G. Set and vehicular traffic. D.G. set installed in the proposed scheme will provide emergency electricity supply during power failure. This will be intermittent and for short durations. The vehicles plying within the site will be mainly of the residents and workers and are hence not expected to cause unnecessary noise. Hence, during this phase, no major impact on noise environment is anticipated.

Mitigation Measures D.G. Set will be fitted in acoustic enclosures to control the noise generated. Adequate personnel protective equipment (PPE) will be provided to the personnel engaged in D.G. Set room. The traffic noise will diminish within a short distance from the source of origin. Honking within the site will be discouraged. Proposed rows of plantation will further restrict the noise on either side of the plantation.

4.3.7 BIOLOGICAL ENVIRONMENT

4.3.7.1 Construction Phase

The Project site is clear no cutting is required. The Project site land use is residential as per the ADA Master Plan, 2021 and the site has been approved by Allahabad Development Authority. Site was without any type of low laying area or fauna. Study area is predominantly Tropical Dry Deciduous type vegetation. Hence, no significant impacts are there.

4.3.7.2 Operational Phase

Impact

Biological impacts on ecosystem are typically predicted in two ways.

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 Similarity models based upon simplifying assumptions and knowledge of the biota & habitat within the study area, which is predominantly agricultural, these are no reserve forests and no endangered species in the core zone.

 Increase of green cover, avian fauna, butterflies, etc and hence pollination.

Mitigation Measures

The change in land use profile of core zone shall induce some impact on biological environment, though this impact will be limited to the maximum extent in the core zone alone & is inevitable. Although there would be some traffic increase in the buffer zone and increase in the fuel consumption in the core zone of the project area, but its impact is not envisaged to be significant on the biological environmental of the buffer zone.

In the core area there is no reserve forest to be cleared which could affect the normal functioning of food chain, food web, prey predator, relationships locally. Hence as such, no impact is predicted on the biological Environment in the core zone.

Turf area should be minimized and vegetative area should be increased. Plantations of species that are native to the area, fast growing and with good canopy cover.

Threat to Biodiversity

As such there will not be any threat to biodiversity at the project site .No water body is present at the site to support aquatic life. There are few trees which will be conserved as much as possible.

4.3.8. SOCIO-ECONOMIC ENVIRONMENT

4.3.8.1.Construction Phase

During the development and construction of proposed group housing, about 200 to 300 skilled, semiskilled and unskilled workers per day will get direct employment opportunity, which will have beneficial impact on the socio-economic conditions of the area.

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Mitigation Measures

Suitable measures will be taken at the construction camps to mitigate anticipated impacts due to temporary accommodation of laborers such as provision of clean drinking water, adequate toilet facilities, medical aid, crèche facilities for the children of workers, water and solid waste disposal system.

Other safety precautions to be maintained at work site including provision of PPEs, guarding of dangerous machine parts, maintenance of equipments as hoists and lifts etc, and adequate provision of different types of fire extinguishers will be made. All applicable rules and regulations pertaining to workplace health and welfare of workers will be adhered to.

Facilities provided to construction workers

 The project proponent will be provided safe and hygienic working condition for the workers.

 Crèche facilities will be established to children of labour.

 Drinking water and sanitary facilities will be provided.

 Clean fuel will be provided

 Medical facilities will be maintained at readily accessible place where necessary appliance including sterilized cotton, wool etc. will be available.

 Pep talk, routine inspection, housekeeping of site will be carried out.

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(ii) Land use The existing land use will not get altered from the project as the current land use of the project is residential as per the Allahabad Master Plan 2021 and the proposed development will be as per the ADA approval and building bye-laws.

(iii) Economic Impacts Relatively long-lived economic impacts of the development and construction phase are likely to be experienced in local area for the duration of construction phase of 2 to 3 years as workers make everyday purchases from local traders in nearby areas. This is likely to give a short-lived stimulus to the traders that may disappear as soon as the construction is complete. Noticeable, flow-on economic impacts will be experienced in other sectors of economy as a result of purchase of construction materials and the payment of wages and salaries to the personnel engaged in the development and construction of group housing. Once the development and construction of proposed group housing will complete, there will be some long-term positive impact on the economic structure of the area. People in the area will get direct / indirect employment opportunities and other benefits from the residents of the proposed group housing. Therefore, overall positive impact is anticipated on economy of the area due to development and construction activity of the proposed group housing.

4.3.8.2. Operational Phase

Socio-economic Impact The existing land use will not get altered from the project as the current land use of the project is residential as per the Allahabad Master Plan 2021. Project will provide adequate employment opportunities to the local people. During post construction of proposed project, more than 100 persons will get direct employment opportunity to be engaged in management, maintenance and security. As an estimate, during post construction phase, more than 100 persons will get marginal employment opportunities from the residents, shops and offices of proposed scheme. This will help in improving the quality of life of economically weaker sections of the local area.

Mitigation Measures

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Impact on Aesthetics, sensitive targets: There is no scenic amenity or landscapes around the project site which will be deteriorate due to proposed project. The surrounding vicinity shall be aesthetically improved as far as possible. There are no sensitive targets like religious and historical places, archaeological monuments.

4.3.10. SOLID WASTE 4.3.10.1. Construction Phase During construction phase, solid waste will be generated from labour camps, construction and other activities. The construction waste generated is detailed in Table-2.12.

Mitigation Measures

Implement waste management plan that identifies and characterize every waste associated with proposed activities and which identifies the procedures for collection, handling, and disposal of each waste arising.

Construction waste/ debris will be collected and suitably reused on site as per construction waste management plan.

4.3.10.2. Operational Phase During operation phase impact on component of Valued Eco System like soil, ground water, Surface water and air quality can occur if solid waste is not disposed properly. The following impact may take place:

 Ground water contamination by leachates generation due to non-scientific dumping of solid waste

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 Bad odour, pests, rodents, and windblown litter in and around the waste dump.

 Generation of inflammable gas (e.g. methane) within the waste dump

 Bird menace above the waste dump which affects the flight of air craft

 Fires within the dump

Table 4.5: Quantity of Solid Waste

S. Particulars Population Waste generated in(kg/day) No. 1. Residential (@0.5kg/day) 2400 1200 2. Visitors (@0.15kg/day) 240 36 3. staff (@0.25 kg/day) 130 33 Total Solid waste generated 1269 kg/day Horticulture Waste (@ .0037/m2/day)( 1519.75 m2) 6 kg/day E-Waste (0.15 kg/C/year) Approx.1Kg/Day STP Sludge(@.04 of waste water/kg/day) 8 kg/day

Mitigation Measures

Solid waste from site will be collected on a daily basis and managed as per MSW Rule2016. The detailed process of handling the waste is described in section 2.

4.4 Transport Linkage and Traffic

4.4.1 Construction Phase

Impact

During development and construction phase, labour and construction materials bringing vehicles will approach to the project site. The proposed scheme is well connected to neighborhood, where public

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During construction phase, some impact is anticipated on the transport linkage of the area, however increase in traffic will not adversely affect the local traffic pattern since the site is well connected by ADA colony road which runs east to the project site. Allahabad- Kanpur Highway (NH-2) runs at the North of the project site. Also construction will take place in phased manner; this will reduce peak traffic load bringing labour and building material to the site.

Mitigation Measures

The vehicles from the project will increase car and two wheeler traffic load on roads during peak hour. However, since present load is lean, increase in traffic load may not lead to traffic congestion problem. Once construction work finishes, heavy traffic volume will decrease and that will further improve traffic condition in the area.

Additionally, the proposed construction site is well inside the road and there would not be sudden influx of vehicles on the road from the proposed project. The available width will provide sufficient merging space for the vehicles while meeting the road. Hence it can be concluded that traffic impact is not a significant adverse impact from the construction and operation of the proposed project.

4.4.2 Operational Phase

Impact

It is observed from the traffic count that the maximum capacity of the road utilized near site in the morning and evening peak hours are about 56% and 59% respectively. The vehicle from the project will increase car and two wheeler traffic load along the road during peak hours. However, since present load is lean, increase in traffic load may not lead to traffic congestion problem.

Mitigation Measures

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Energy Resources

Construction Phase

Electric supply will be provided by Uttar Pradesh Power Corporation Ltd. During construction phase, power requirement will be kept minimum and construction work will be done gradually in about 2 to 3 years. Therefore, energy resources will not be affected significantly.

Operational Phase

Impact

During the operation phase of the project, electric supply will be provided from Uttar Pradesh Power Corporation Ltd. supplemented with DG sets. The proponents will make arrangements for meeting any electricity shortage for the project. Therefore, energy resources of the region will not be affected significantly.

Mitigation Measures

To promote energy conservation, it is proposed to provide the buildings with low energy consuming fixtures maximize availability of natural light and make plans in conformance to the sun’s path.

 The water supply pumping system will be provided with variable speed drive to conserve energy at part load.  Maximum utilization of natural light.  LEDs lamps will be used.  20% street lighting will be powered by solar lighting. LEDs will be used in place of sodium lamps.

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4.6 Impact on sensitive targets

The sensitive targets include the following:

1. Religious and historical places. 2. Scenic areas 3. Health resorts 4. Seismic Zone 5. Areas of scientific and geological interests 6. Defense Installations 7. Airports There is no anthropological or archaeological site or artifacts nearby. There shall be no activity of the present scheme which would cause any impact to any sensitive target.

4.7 Impact Matrix Various activities from the proposed project scheme are likely to have some impacts on the environmental constituents during its construction as well as functional phase. The impact assessment matrix given in Table: 4.7 reveals the impact associated with each activity of the project on various environmental parameters during construction and function phase respectively before any mitigation measures are implanted.

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Table 4.7: Proposed matrix of environmental impacts and their mitigation measures

Area Mitigation Measures Construction Stage: Water Quality  Proper sanitation and drinking water facilities for construction workers will be provided by the contractor at the construction site to avoid unhygienic condition at site. Air Quality  Dust suppression measures will be undertaken such as regular sprinkling of water around vulnerable areas of the construction site by suitable methods to control fugitive dust during earthwork and construction material

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part),Area Arazi no.372,Mitigationin Village HarwaraMeasures, Pargana & Tehsil-Sadar, District- Allahabad. handling / over hauling.  Properly tuned construction machinery and vehicles in good working condition with low noise and emission will be used and engines will be turned off when not in use. Noise level  Protective gears such as ear mufflers etc. will be provided to construction personnel exposed to high noise levels.  All the construction machineries/equipments shall be maintained regularly to avoid noise generation.  Construction activity will be limited to day-time hours only.  Gensets shall be acoustically treated with anti vibration pads. Solid wastes  Waste construction materials will be reused in backfilling and road leveling and excess construction debris will be disposed at designated places in tune with the local norms. Landscape  Appropriate landscape including plantation of evergreen and ornamental flowering trees, palms, shrubs and ground covers at open spaces within the complex will be done, which would serve the dual purpose of controlling fugitive dust and improving the aesthetics of the area. Safety  Adequate safety measures complying with the occupational safety manuals will be adopted to prevent accidents / hazards to the construction workers. Other  Provision of temporary labour camps for the workers  Recreation facilities for the workers  First Aid facilities  Creche for the children of workers

Operation stage:

Water quality  The generated Wastewater from the proposed project will be treated in STP present at the project site. Air quality  Back up DG sets will comply with the applicable emissions norms.  Adequate stack height for DG sets will be provided as per norms.

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part),Area Arazi no.372,Mitigationin Village HarwaraMeasures, Pargana & Tehsil-Sadar, District- Allahabad.  Back up DG sets will be used only during power failure.  Regular monitoring of emissions from DG sets and ambient air quality will be carried out as per norms.  Ventilation for the basement to evacuate the stale air.  Dense plantation along with boundary to attenuate air pollutants. Noise level  DG sets will be installed in the basement to minimize the vibration and impact on ambient noise.  DG room will be treated acoustically as per norms to control the noise from DG sets.  Pumps, Compressors, DG sets etc. will be properly maintained for fuel efficiency and noise control.  Personal protective equipment will be provided to the maintenance staff working in high noise areas. Solid wastes  Solid wastes will be segregated into organic and inorganic components.  The recyclable inorganic wastes will be sold to prospective buyers.  The bio-degradable wastes will be transferred into a designated collection point for disposal by hired agency. Hazardous  Used / spent oil from DG sets will be sold to registered recyclers. wastes Rainwater  Adequate rainwater harvesting will be provided by means of recharge into harvesting the groundwater. Fire protection  Adequate fire protection facilities will be installed including fire/smoke detectors, fire alarm and fire fighting system as per National Building Code of India. Landscape  Suitable green belt will be developed as per landscaping plan in and around the site using local flora, which will enhance the ecology.  Proper maintenance of landscape round the year including Replacement of the decayed plants.

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ENVIRONMENTAL MANAGEMENT PLAN 5.1 Introduction

Identification and prediction of impacts further needs to suggest the mitigative measures which would play a vital role in prevention of environmental degradation during construction and operational phase of the proposed project. This leads to preparation of Environmental Management Plan (EMP). Environmental Management Plan therefore forms an important part of EIA process.

The Environmental Management plan is a site specific plan developed to ensure that the project is implemented in an environmentally sustainable manner and understand the potential environmental risks arising from the proposed project and take appropriate actions to minimize those risks. EMP also ensures that the project implementation is carried out in accordance with the planned design and by taking appropriate mitigative actions to reduce adverse environmental impacts during project’s life cycle. The proposed project will create certain inevitable impacts, both during construction and operation phase, although within permissible limits as mentioned in Chapter 4 and can be reduced significantly with the help of effective implementation of a well-designed EMP. The potential environmental impacts, which need to be regulated, are mentioned below:

 Air pollution due to the emission of particulate matter and gaseous pollutants from operation of D.G. Sets during power failure and vehicular movement;  Noise pollution due to various noise generating equipment as well as vehicular movement;  Water resource management to ensure continuous water supply  Waste water generation from sanitary/domestic activities; and  Generation of municipal solid wastes from residences, shops.  Maintenance of roads, parks, common areas including constructional, electrical and plumbing wastes.  Energy conservation methods  Maintenance of Building Management Systems and emergency aids.  Occupational health hazards

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Environment S. Potential Potential source of Controls through al Impact evaluation Parameters for Monitoring No impacts impact EMP & design components 1. Groundwater Ground Construction Phase  No discharge hoses in Quality water . Waste water . Septic Tank, No significant vicinity of watercourses. contaminatio generated from impact as majority  Discharge norms for n Labor tents. of laborers would effluents as given in consent . Limited use of be locally deployed. to operate by UP State hazardous material Pollution Control Board. . Spillage of . Effective storage to If uncontrolled, the Log books, records of storage hazardous avoid spillage impact would be and usage of hazardous construction . Proper disposal, in long term and construction material material such as case of spillage, as significant. oil, paints, tar, per Hazardous But, with effective adhesive, sealants Wastes (Managemen control, anticipated etc. and tHandling and impact is subsequent Transboundary. insignificant. leaching Movement) Rules, 2

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Operation Phase  No sewage shall be No significant  No discharge hoses in . Sewage disposal discharged into negative impact on vicinity of watercourses water or land. ground water  Discharge norms for . Waste water will be quality envisaged. effluents as given in consent discharged in to to operate by UP State onsite STP for Pollution Control Board. further treatment. . Limited use of hazardous material

. Effective storage to avoid spillage  Proper disposal, in . Maintenance case of spillage, as activity like repair, per Hazardous and paints which Other Wastes involve hazardous (Management and material such as Transboundary

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Emissions of Construction Phase  Rapid on site Temporary and not  Random checks of

PM, SO2, . Operation of construction significant equipment/ vehicles logs/

NO2 and CO construction  PUC certified manuals equipment and vehicles  The ambient air quality vehicles during site  Use of Improved shall conform to the

development. equipments and standards for PM10, PM2.5,

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371(part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadar, Districtmaintenance- Allahabad. of SO2, NOx equipments to be operated at site.  Ambient air quality within the premises to be monitored. Construction Phase  Recovery, isolation Temporary and  Maintenance of Logs/ Indoor air quality/ and ventilation of insignificant with manual for storage and use contamination spaces, especially good housekeeping of VOC and formaldehyde when using any practices products toxic materials or  Employment of creating exhaust housekeeping staff during fumes. construction  Protection of stored on-site and installed absorptive materials from moisture damage.  Ensuring a clean job site to control

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. Emissions from  Stack emissions PM10, PM2.5, SO2 and NOx nearby industrial from DG set to be as given by MP state areas monitored. Pollution Control Board.

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contamination occupancy. good housekeeping CO2 and VOCs.  Contaminants such practices

as CO, CO2 and VOCs to be dispersed by providing adequate ventilation.  Ventilation for the basement to flush out the stale air.  Use of Green Seal low VOC paints  Prohibit smoking in common areas 5. Noise Noise Construction Phase  List of all noise Environment emissions . Operation of generating  Equipment logs, construction machinery onsite  Significant and manuals, noise reading.

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7. Biological No impact as Construction Phase Environment the land was _ _ No impact barren before construction.

Increase of Operation Phase  Plantations of Beneficial impact  Inspection of the Green Cover . Plantations along species that are environment management the periphery of native to the area, cell. Increase in the complex. fast growing and  Selected plants will be avian fauna, . Green belt with good canopy grown as per normal butterflies development cover. horticulture practice etc, hence including both  Minimization of turf  Adequate provisions for pollination regional and area and increase of water and protection of the ornamental species vegetative area. saplings. 8. Socio - Labour Construction Phase  Discussed in detail Economic activity . Discussed in detail in Table 5.2 Environment in Table 5.2

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9. Traffic Increase of Construction Phase  Maintenance records of Pattern Vehicular . Heavy vehicular  Heavy vehicular No negative impact vehicles. traffic movement during movement will be  Vehicle logs. construction. restricted to daytime only and adequate parking facility will be provided. Operation Phase  Vehicular movement  Maintenance records of . Increased traffic will be regulated Moderate negative vehicles. from the proposed inside the site impact  Vehicle logs project.  Adequate parking space provided. 10. Energy Energy Operation Phase  Energy usage for air- Beneficial impact  Finding of energy audit Usage  High energy conditioning and report. consuming fixures other activities to be and construction minimized. material  Conduct annual energy audit for the

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Operation Phase  The environmental Beneficial impact A formal letter from the  Environmental Management Cell/ management indicating Monitoring Unit is to set up to formation of Environment  Management and ensure Management Cell decision making of implementation and environmental monitoring of issues environmental safeguards

Construction Hazards Construction hazards consists of physical, mechanical, electrical, fire, chemical, biological, etc.

Table 5.2: Construction Hazards type, source and its Management Practices Hazards Activity/ Situation/ Source Control Measures/ Management Practices  Adverse weather  Temporary Labour camps or shelter and facilities near camps Physical Hazards  Bad housekeeping  Good Work Layout, Proper Lighting and Ventilation, Display and Dos

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Contact Harwara with, Pargana hot/cold & Tehsil-Sadarand Don’ts, District- Allahabad. surfaces (welding and  Insulation, Guarding and Physical barriers, Signs or caution boards, Dos cutting) and Don’ts  Slips/Trip or Fall from  Screening, Work Permit, Edge Protection, Safety lines/Harnesses, Safe height (steel erection means of access, Egress (e.g. scaffolding), Netting, Signs or caution bolting, fitting up and boards, and Dos and Don’ts etc. plumbing up, work over  Fall protection in the form of guard rails and toe rails, ladders (extend a water and some deep minimum of 1.8 m above the landing surface) and stairs, safety monitoring excavation work) system.  Lighting etc.  Working surfaces must be kept dry to prevent slips and falls and to reduce  Trenching and Excavation nuisance odors from pooled water.  Good work area design and lighting equipment, measuring of illumination, use of lighting fit for purpose  Improved Safety Attitude, Safety Inspection, Use of Personal Protective Equipments (safety boots, safety nets, ear plugs, ear muffs, canal caps, safety glasses and burning goggles, face shields, apron, welding helmets and gloves).  Oxygen and flammable bottles are separated by at least 7 m when not in use.  Area around trenching and excavation should be kept clear of surface

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Environment Clearance of on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadarencumbrances., District- Allahabad. The trench or excavation would be shored or sloped to prevent cave-ins. Water should not be allowed to accumulate in the excavation. Mechanical Hazards  Hand Tools and Machines  Periodic Inspection of tools and tackles  Mechanical lifting  Standard Operating Procedures for each and every machineries operations, Manual  Display of Bearing Capacity, Dos and Don’ts, Caution Board (Day and Handling Night)  Moving vehicles (Eg.  Periodical mock drill and Use of Personal Protective Equipments (Burning Cranes) goggles, face shields, apron, welding helmets and gloves) Electrical Hazards  Use of electrical and  Avoid Live Working, Use competent Person Electronic equipments  Regular Inspection, Periodical inspection, electrical testing and maintenance, good electrical safety design, Insulation and Earthing protection etc.  The overhead power line must be de-energized and grounded before work is started.  Use of fuses and circuit breakers. Fire Hazards  Combustible/  Segregation from sources of combustion, guarding special construction if Inflammable/Highly used in hazardous areas Inflammable materials,  Glow Sign Board for Fire Prone Areas, Electrical fire etc.  ABC Type Fire Extinguishers, Trained Persons, Periodical Mock Drill

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Biological hazards Biological Agents (micro-  Anti-venom Injection, First Aid, etc. organisms; pathogens, mutagens, carcinogens), Food Poisoning, Insects bites, etc. Ergonomic Hazards (It Risk of injury to the  Screening, include repetitive and musculoskeletal system of  Display of bearing capacity, forceful movements, the worker.  Use of PPEs vibration, temperature  Job Rotation, extremes, and awkward  Dos and Don’ts etc.

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Plant grown in such a way so as to function as pollutant sinks are collectively referred as greenbelts. These plants should also provide an aesthetic backdrop for persons using the site and for the surrounding community.

General principles in greenbelt design considered for this study area:

 Type of pollution likely air, noise, water and land pollution generated from the activities at the site.  Agro-climatic zone and sub-zone where the greenbelt is located  Water quantity and quality available in the area  Soil quality in the area.

Green belt is designed to minimize the predicted levels of the possible air and noise pollutants. While designing the scheme the following facilities are considered:

 Site perimeter and approach road  Along the internal roads  In and around the office area.

To ensure a permanent green shield around the periphery planting is recommended in two phases.

 In the first phase one row of evergreen and fast growing trees (which grows up to 10- 15 m) shall be planted at 3.0 m interval along with fast growing ground covers to enhance the water holding capacity, improve the organic content and check the soil erosion.  In the second phase after eighteen months, second row of trees with large leaf surface area with large ever green canopy and longer life span shall be planted at 5.0 m intervals.

Greenbelt Design for Site

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The criteria of the species are based on pollution mitigation capacity (including Particulate matter), large leaf surface area, deep root system and less litter fall. Faster growing trees with lighter canopy will be planted alternatively with relatively slow growing trees with wider canopy. Trees of about 6 m heights will be planted at 3 m intervals, 2.5 m away from the road curbing as per CPCB guidelines. Trees will be planted along the outer periphery at centerline of road between the set back line and the boundary of the plots. Palms and shrubs will be planted along the roads and around recreational lawns.

The list of plant species, which can be suitably planted, and having significant importance are provided in Chapter 4.

Greenbelt Management It is presumed that the selected plants will be grown as per normal horticultural practice and the authorities responsible for the plantation will make adequate provisions for water and protection of the saplings. A budgetary cost estimate is also prepared for greenbelt development. Water Source Tertiary treated water will be used and also water tankers at the initial stages of development of the plant. Irrigation Method Water hydrants may be installed at 50 m intervals to irrigate area under shrubs and ground covers. 5.4 EMP for Energy Conservation

Energy conservation program will be implemented through measures taken both on energy demand and supply sides. Energy conservation will be one of the focuses during the project planning and operation stages. The conservation efforts would consist of the following.

Architectural Design

1 Public areas will be cooled by natural ventilation as opposed to air conditioning.

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11 Proper landscaping reduces direct sun from striking and heating up of building surfaces.

Energy Saving Practices:

 Promoting use of Solar power for water heating, street light and open area.  Use of energy efficient appliances.  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.  Sunscreen films on windows to reduce heating inside buildings.

5.5 Environment Management System and Monitoring Plan 5.5.1. Environment Management System

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5.6 Composition of Environmental Management Cell

Environmental Management Cell (EMC)

The responsibilities of the various members of the environment management cell are given in following table: Table 5.3: Environmental Management Cell S.No. Designation Proposed Responsibility 1. President of Society Overall responsibility for environment management and decision making for all environmental issues 2. Secretary Hires a consultant and fulfils all legal requirements as per MoEF/ UPPCB/ CPCB 3. Supervisor Ensure environmental monitoring as per appropriate procedures

5.6.1 Environmental Management Cell (EMC) The developer shall continue an Environmental Management Cell after handover of the flats or any other suitable appointed authority. The EMC shall be responsible for the Implementation of environmental management plans and pollution control measures within the proposed project. EMC shall have regular meetings and look after the following: 1. Operation, maintenance and monitoring of the sewage system.

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Manager or Environment Overall responsibility of building Page 140

Secretary proposed Group Housing “Pushp Ganga Exotica” Conceptual Plan

Fig. 5.1: Environment Management Cell

EHS Management Cell Structure Job profile of manpower constituting EHS Management Cell can be described as follows:

(a) Manager EHS Will be responsible for implementation of Environmental Management Plan and assure regulatory compliance (Environment Clearance Conditions and NOC condition) withal relevant rules and regulations responsible for EMS, Health and Safety management system implementation. He shall also be responsible for risk analysis, vulnerability assessment, response action plans, mitigation & implementation strategies and disaster management plan. Coordination with Pollution Control Board and other relevant Government Departments. Manager EHS will be reporting to Head- Projects.

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5.7 Environmental Monitoring

The purpose of environmental monitoring is to evaluate the effectiveness of implantation of Environmental Management Plan (EMP) by periodically monitoring the important environmental parameters within impact area, so that any adverse effects are detected and timely action can be taken.

In consultation with the Uttar Pradesh Pollution Control Board (UPPCB) and MoEF, the project proponents will monitor ambient air quality, noise levels, groundwater quality and quantity, soil quality and solid wastes in accordance with an approved monitoring schedule. The monitoring protocol and location selection will have to be done carefully. The monitoring sampling program will be discussed and approved by UPPCB.

The construction phase monitoring and post project monitoring plan including areas, number and location of monitoring stations; frequency of sampling and parameters to be covered is summarized in the Tables below. The monitoring will be the responsibility of EMC. The post operational monitoring program will be under the supervision of the Site Engineer at the project site. Monitoring will be carried out by recognized laboratories. The conditions mentioned in E.C and N.O.C. will be taken due care while post-construction monitoring.

Table 5.4: Environmental Monitoring Plan (Compliance) – Construction Phase

Source Monitoring Location Parameters to be Frequency monitored

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Quality whole site NOx requirement. Ambient Noise + 1 samples covering Day and Night Twice a year as per MoEF DG Set noise whole site equivalent noise level requirement. Groundwater At least one location IS:10500 (drinking Twice a year as per water standards) MoEFrequirement. Soil 1 sample (composite) As per standards Twice a year as per MoEF requirement.

DG set DG stacks PM, SO2, NO2, H/C Twice a year as per emissions MoEF requirement.

Table 5.5: Environmental Monitoring Plan (Compliance) – Operation Phase

Source Monitoring Location Parameters to be Frequency monitored

DG set DG stacks PM, SO2, NO2, Twice a year as per MoEF emissions H/C requirement. DG set noise At 0.5 m distance from Noise level Twice a year as per MoEF enclosure requirement.

Ambient Air At 1 location PM10, PM2.5, SO2, Twice a year as per MoEF

Quality NO2 requirement.

Ambient At 1 location Day and night Twice a year as per MoEF Noise equivalent noise requirement. level

5.8 Awareness and Training

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A. Residents and Contractors Residents & contractor shall be made aware of the importance of waste segregation and disposal, water and energy conservation. This awareness can be provided through leaflets and periodic housing society meetings. They shall be informed of their responsibilities for Successful operation of various environmental management schemes inside the premises.

B. Site Staff Relevant personnel at site shall be trained for the following.  Collection, transport, treatment and disposal of solid and hazardous waste.  Requirements of the Disaster Management Plan in case of an emergency.  Techniques for waste minimization, water conservation and energy conservation.  Applicable environmental healthand safety regulation and compliance requirements for the same.  Environmental Management System including environmental monitoring, reporting and documentation needs.

5.9 Record Keeping and Reporting Record Keeping and reporting of performance is an important management tool for ensuring sustainable operation of the complex. Records shall be maintained for regulatory, monitoring and operational issues.

5.9.1 Environmental Audits and Corrective Action Plans To assess whether the implemented EMP is adequate, periodic environmental audits will be conducted by the Environmental Division. These audits will be followed by corrective action plans (CAP) to correct various issues identified during the audits.

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15.10 Environmental Budget The budget provisions have been kept in the project cost towards the environmental protection, control & mitigation measures and implementation of the EMP, both during the construction and operation phase.

Table 5.6: Environmental Management Budget

S.No. Particulars Capital Cost Recurring Cost (Rs in Lac) (Rs in Lac) 1. Sewage Treatment Plant 100 10 2. RWH Pits 6 2 3. Solid Waste Management 14 6 5. Horticulture & Green Belt 8 5 6. Fire Fighting 15 5 Total 143 28

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Table 5.7: Environmental Compliance Monitoring Costs during Construction Phase S. Particulars Parameters No. of Frequency Approx. cost No. stations /Annum (Rs.) Core Zone 1. Ambient Air PM , PM , SO ,& 1 24 hour sample twice a 20,000 2.5 10 2 Monitoring year NO2 2. Water Ground water (As 1 twice a year 18,000 Quality per IS:10500 Monitoring Drinking Water Specifications) Surface Water (As 1 twice a year 8,000 per CPCB norms) 3. Noise Level 24 Hrs. Noise Level 1 twice a year 12,000 Monitoring (CPCB Standards)

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Total Cost Rs. 80,000

Table -5.8: Environmental Compliance Monitoring Costs during Operation Phase S. Particulars Parameters No. of sample Frequency Aprox. cost No. /Annum (Rs.) 1. Ambient Air PM , PM , SO ,& NO 3 samples Pre-monsoon 30,000 2.5 10 2 2 Monitoring covering whole & site Post monsoon 2. Water Quality As per IS:10500 Drinking At least two Pre-monsoon 20,000 Monitoring Water Specifications location & Post monsoon 3. Noise Level 24 Hrs. Noise Level (CPCB 3 samples Pre-monsoon 10,000 Monitoring Standards) covering whole & site Post monsoon 4. Soil Test pH, Colour, Texture, Bulk 1 sample Pre-monsoon 10,000 Density, Organic matter, (composite) & NPK, Alkalinity, Acidity, Post monsoon heavy metals, Alkalinity, Porosity, Permeability & WHC.

5. DG stack SPM, NOX,SOX,CO, HC, As per DG Pre-monsoon 20,000

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6. Treated pH, BOD, COD, Oil, Grease Daily 80,000 Effluent & Total Suspended solids Monitoring 7. Miscellaneous 10,000

Total Cost Rs. 1,80000

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6.1 General A symbol of modern day town planning, Allahabad is one of the fastest growing cities in North India with International standard infrastructure. Allahabad Development Authority is in process of developing a Group housing project “Pushp Ganga Exotica” on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371 (part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadar, District- Allahabad.. The project will decongest the adjoining areas/cities to some extent and redistribute the existing population of the region and will provide housing need to the locally employed masses thus reducing the cost of transport. The project would provide positive benefits such as employment for a significant number of persons; many of whom will be employed from the residing community as well as surrounding area. Additionally, the cumulative effects of this type of development would result in noticeable economic benefits for the area. The proposed project will also make a positive contribution to social infrastructure and over all development of the area.

6.2 Residential Facilities

M/s Goel Housing Construction Company plans to provide excellent residential facilities. It offers for the apartments to portray a modern style of living with an optimum space utilization and well-designed interiors and special features like modular kitchens with granite platform, preassembled wardrobes in bedrooms, individuals split type air-conditioned units as per designed, door phone and intercom in apartment, 24 hour manned security on entrance gate, water supply through underground lines / overhead tanks, fire detection/ sprinkler system as per norms. These units are characterized by large open spaces and comfortable lifestyle.

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Extensive plantation and organized green area development is one of the main objectives of the proposed development which will enhance the aesthetics within the site and improve the micro- climate of the region.

6.4 Job opportunity The proposed project will provide residential facility to the people. The project will also attract the middle to high-income groups to invest in the project and thus bring about economic growth of the city. Further, the proposed project shall require maintenance staff during its operation period. The local people shall be given employment in the project, thus bringing about economic benefits to the economically backward local population. During the development and construction of proposed project skilled, semiskilled and unskilled workers per day will get direct employment opportunity, which will have beneficial impact on the socio-economic conditions of the area.

6.5 Benefits to women The proposed facility would generate jobs for the women laborers during construction as well as during the operation phase. This will considerably reduce their travel time and therefore enable them to attend to their children and also other household chores.

6.6 Wider economic growth This project will increase the economic activities around the area, creating avenues for direct/ indirect employment in the post project period. There would be a wider economic impact in terms of generating opportunities for secondary occupation such as new markets, repair and maintenance shops.

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6.8 Corporate Environment Responsibility:

The Ministry of Environment, Forest and Climate Change has firmed up guidelines that will require every corporate seeking Environment clearance to set aside up to 2% of its capital investment for Corporate Environment Responsibility (CER).

The guidelines make it mandatory for companies to set aside funds for CER over and above what is required for executing the environment management plan in a project affected area. Sustainable development has many important components like social, economic, environmental, etc. and these components are closely inter- related and mutually re-enforcing. Therefore, the general structure of EIA document, under Appendix-III to the notification, prescribes inter-alia public consultation, social impact assessment and R&R action plan besides environment management plan (EMP).

The cost of CER is to be in addition to the cost envisaged for the implementation of the EIA/EMP which includes the measures for the pollution control, environmental protection and conservation, R&.R, wildlife and forest conservation/protection measures including the NPV and Compensatory Afforestation, required, if any, and any other activities, to be derived as part of the EIA process.

Some of the activities which can be carried out in CER, are infrastructure creation for drinking water supply, sanitation, health, education, skill development, roads, cross drains, electrification including solar power, solid waste management facilities, scientific support and awareness to local farmers to increase yield of crop and fodder, rain water harvesting, soil moisture conservation works, avenue plantation, plantation in community areas, etc.

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7.0 Introduction

Disaster has struck mankind from time immemorial. Disasters continue to strike unabated, without notice and are perceived to be on the increase in their magnitude, complexity, frequency and economic impact. These hazards pose a threat to the people, structures or economic assets and assume disastrous proportions when they occur in areas of dense human habitations. This has compelled the need for a comprehensive approach to prevent and mitigate disasters.

7.1 Definition of Disaster

A Disaster is called when following one or the other or more incidents occur:

 Risk of loss of human lives-ten or more in one single situation

 A situation which goes beyond the control of available resource of the plant

 Loss of property as a consequence of the incident is over Rs. 1 Crore and/or bears a potential to the above

 A situation apparently may not have much loss but its long-term severity can affect loss of life, production and property.

Disaster occur due to

Emergencies on account of:

 Fire

 Explosion

 Electrocution

Natural calamity on account of:

 Earthquake

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 Storm

 Epidemics

 Flood

7.2 Need of Disaster Management Plan

The Disaster Management Plan is designed to:  Anticipate the types of disasters that are most likely to occur;  Identify the possible effects of any disaster that may occur;  Identify the preventative and mitigating strategies to deal with any possible disaster;  Involve all role players in a coordinated manner to respond to the challenges posed in disaster situations;  Procure essential goods and services for disaster management;  Identify the weaknesses in respect of capacity and skills to deal effectively with disaster situations;  Provide essential training in skills and to promote awareness and preparedness in respect of the occurrence of disasters; and  Plan in advance the relief operations that may be required or to be exercised in disaster situations.

7.2.1 Objectives, scope and contents of On-site Emergency Plan Objectives of Emergency Planning are to maximize the resource utilization and combined efforts towards emergency operations and would broadly cover the following. 1. To localize the emergency and if possible eliminate it. 2. To minimize the effects of accidents on people and property. 3. To take remedial measures in the quickest possible time to contain the incident and control it with minimum damage. 4. To mobilize the internal resources and utilize them in the most effective way.

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Scope of Onsite Emergency Plan The plan covers information regarding the properties of the residential apartments, type of disasters and disaster/accident-prone zones, the actual disaster control plans with authority delegation, controlling and other details. General details like location, project layout, neighboring entities and the assistance they can render etc., are also provided.

The important elements considered in this plan are:  Statutory requirements  Emergency organization  Roles and Responsibilities  Communications during emergency  Emergency shutdown & control of situation  Rescue & Rehabilitation  Emergency facilities

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7.3 Identification and Assessment of Hazards

This stage is crucial to both on site and off site emergency planning and requires to systematically identifying what emergencies could arise. These should range from small events, which can be dealt with by residents without outside help to the largest event for which it is practical to have a plan. Experience has shown that for every occasion that the full potential of an accident is realized, there are many occasions when some freak event occurs or when a developing incident is made safe before reaching full potential.  The assessment of possible incidents should produce a report indicating  The worst events considered  The route to those worst events  The time scale to lesser events along the way  The size of lesser events if their development is halted  The relative likelihood of events  The consequences of each event

7.3.1 Disaster Preventive Measures

It is not easy to control any disaster if contingency plans are not available. For effective control of disaster adequate manpower, technical know- how, alertness and internal help are the prime requirements. It is always better to take preventive measures to avoid any disaster. In the proposed project following prevention measures will be taken to prevent disaster:  Design, manufacture and construction of the building will be as per national and international codes as applicable in specific cases and laid down by the appropriate statutory authorities.  Routes for escape during disaster are provided.

Guidelines for Disaster Management Plan

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 Assessment of the size and nature of the events foreseen and the probability of their occurrence.  Formulation of the plan and liaison with authorities, including the emergency services.  Appointment of key personnel and their duties and responsibilities  Action on-site  Action off-site

7.4 Appointment of Personnel and Definition of Duties

Effective emergency plans require that, in the event of an accident, nominated individuals be given specific responsibilities, often separate from their day-to-day activities. The two principal people are the site incident controller and the site main controller. A Senior Management Personnel will be appointed to act as site main controller and a personnel Junior to him as Site incident Controller The site incident controller will take control of the incident. He or she will often be the person in charge at the time of the incident.

The responsibilities of the site incident controller include the following:

 To assess the scale of the incident (both for internal and external emergency

Services);  To initiate the emergency procedures to secure the safety of persons and minimize loss of material;  To direct rescue and fire-fighting operations until (if necessary) the fire brigade arrives;  To search for casualties;  To arrange evacuation of the building  To assume the responsibilities of the site main controller pending his or her arrival;  To provide advice and information as requested to the emergency services.

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7.5 Risk Associated with the Proposed Project Main hazards identified for the project include.  Fire due to LPG leakage  Hazard pertaining to Fire in Building  Fire in diesel storage area/ Garbage storage area  Electrical accidents  Earthquake  Flood in case of breaches in flood embankments.  Epidemics Objective of Emergency Response Plan (ERP) The overall objective of an emergency response plan (ERP) is to make use of the combined resources at the site and outside services to achieve the following 1. To localize the emergency and if possible eliminate it 2. To minimize the effects of the accident on people and property

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The ERP has therefore to be related to the identification of sources from which hazards can arise and the maximum credible loss scenario that can take place in the concerned area. The plan takes into account:  The maximum credible loss scenario  Actions that can successfully mitigate the effects of losses / emergency need for good planning so that with minimum effort resources, the emergency can be controlled.

7.6 Procedure for Treatment

On getting a signal of an emergency, the site incident controller officer will take control of the situation. First aid parties will render first aid to casualties at the place of occurrence and those requiring further treatment would be transported to the nearest hospital by ambulance. The following phone numbers will be prominently displayed in the proposed academic block:

 Fire Office  Police Station  Nearest Hospital  District Administration

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Fig 7.1: Nearest Fire stations

1) National Fire Fighter (Division)- 4 km near Ahmad Road (E) 2) National Fire Fighter (Division)-5 km near Zero Road (E) 3) Fire Station -6 km near Kamla Nehru Road (E)

First Aid

It is necessary to give first aid to the persons injures in the disaster. Doctor and paramedical staff will be made ready during emergency. There will be adequate first aid facility available to meet the workload.

Repair Services

Repair of damaged parts of the buildings will be taken up. Essential public utility services viz. water, electricity and sewerage system will be maintained in the case of a disaster.

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Required fire-fighting arrangements will be provided in the proposed Academic block. All regulations for prevention of fire will be enforced. The following provisions will be made like Automatic Fire Alarm and detection system, Manual fire Alarm, Sprinkler System,

Following three teams will be created

 Fire Fighting Team  Rescue / Salvage Team  Picket / Cordon Party In case of Emergency following will be the duty of the different teams

Duties of fire-fighting team

 On hearing the fire alarm rush to the scene of Fire.  Try to rush the fire with the help of fire extinguishers, Hose reels and Hydrants (Internal / External)  Act as per the directions of i/c Fire Officers at site  The members of fire-fighting teams shall enter the building in pairs  The exit routes shall be marked.  Do not open the doors / windows, it will fan the fire.  Direct the jet of water at the seat of fire  Help in fire-fighting to the Fire Brigade Personnel.

Duties of rescue / salvage plan

 On hearing the fire alarm rush to the scene of Fire  Rescue the trapped person if any inside the building  Salvage the important documents / materials and keep them away at a safer place.  Mark the Exit points  Help the fire-fighting team after work of Rescue / Salvage is over.

Duties of Picket / Cordon Party

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Traffic Control

The free movement of the fire vehicle and ambulance at the scene of fire / emergency is very important and therefore, the security personnel on the duty ensures that all the roads at the scene of fire /emergency are kept clear and free from obstruction. Persons arriving by motor transport at the scene of fire / emergency will not be allowed to park their vehicle within 100 meters of fire.

Preventive Measures for Earthquake An Earthquake is a series of underground shock waves and movements on the earth’s surface caused by natural processes writhing the earth’s crust. The proposed building lies in Seismic Zone-III. The proposed building will be seismically resistant and designed as per the following IS: Code. • IS 1893:2002 Criteria for Earthquake Resistant Design of Structure. • IS 4326:1993 Earthquake Resistant Design & Construction of Buildings –Code of Practice • IS 13920:1993 Ductile Detailing of Reinforced Concrete Structures subjected to Seismic Forces – Code of Practice

Contingency Plan The following plan shall be followed: • Plant fire fighting is activated • Site incident controller officer takes overall charges of the situation • Emergency controller assesses the situation for possible after effect of the fire in the plant and the surrounding areas likely to get affected • Emergency controller Informs local authority to send fire tenders

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CHAPTER-8

CONCLUSION

M/s Goel Housing Construction Company is coming up with new Group housing project “Pushp Ganga Exotica” on Arazi no. 132 (part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadar, District- Allahabad. It is

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Allahabad is fast emerging as an industrial/commercial hub and lot of development potential in this city is available. It offers residential apartments that are pollution free yet well connected to the outer world with convenient shops, Community Hall.

Based on the environmental assessment, the associated potential adverse environmental impacts can be mitigated to an acceptable level by adequate implementation of the measures as stated in the EMP.

Hence, it may be concluded that the project will have significant positive economic and social impact on the local community apart from meeting the housing needs of the occupants, without bearing any significant adverse environmental impacts. Landscape area will enhance aesthetic beauty of site and attract avifauna and micro-fauna.

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Project Environment Clearance of proposed Group Housing “Pushp Ganga Exotica” on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in Village Sulem Sarai and Arazi no. 376, Arazi no. 375, Arazi no. 374, Arazi no. 373(part), Arazi 324(part), Arazi no. 325(part), Arazi no. 371(part), Arazi no.372, in Village Harwara, Pargana & Tehsil-Sadar, District- Allahabad

Type & Category Building and. Large Construction Project (8 a) Project Promoters M/s Goel Housing Construction Company

Environment Consultant with ENV DAS India Pvt. Ltd. their Accreditation Status QCI Accredited for Category A Projects

EIA Coordinator Name: Mr. B. M. Agrawal Signature and date

Contact Information 9415017320 Empanelled/In-house Functional Area Expert Signature/Remark Empanelled/In-house Functional Area Expert  Air pollution  Mrs. Tushali Jagwani

 Water Pollution  Mrs. Tushali Jagwani

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 Soil Conservation  Dr. Bajrang Singh (Expert-IH)

 Ecology-Biodiversity  Dr. Bajrang Singh (Expert-IH)

 Hydrology and Ground water  Mr. B. M. Agrawal (Expert-IH)

 Noise and Vibration  Mr. Manoj Kumar Mishra (Expert- Empanelled )  Land use  Mr. B. M. Agrawal (Expert-IH)

 Solid Waste  Dr. Ritu Pandey (Expert-IH)  Mrs. Tushali Jagwani Name of Project Associates  Mrs. Ipsita Pande  Mr. Praveen Kumar  Ms. Sonakshi Garg Technical Assistance  Mr. Izhar Hussain

I, B. M. Agrawal, hereby, confirm that the above mentioned experts prepared the report of Construction of Proposed Group Housing “Pushp Ganga Exotica” on Arazi no. 132(part), Arazi no. 129(part), Arazi no. 128(part), Arazi no. 127(part), Arazi no. 123(part), Arazi no. 122(part), in

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be fully accountable for any misleading. information mentioned in this statement.

Signature:

Name: B. M. Agrawal, Managing Director Name of the EIA Consultant Organization: ENV DAS India Pvt. Ltd. NABET Certification No. and Issue Date: NABET Accreditation for Category A Projects (Serial No. 47, as on 07.03.19)

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