Environment Clearance of Construction of Proposed “Yamuna

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.Conceptual Plan

Page 1

CHAPTER 1

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°45Ń and 81°84É 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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was demarcated as the central meridian for India. Today, Allahabad is a rapidly growing commercial

and administrative city of Uttar Pradesh.

The district of Allahabad is located between 24° 47´ N and 25° 43´ N latitudes and between 81° 31´ E

to 82° 21´ E longitudes. It covers an area of 5,482 Km2. The total rural area is 5,365 Km2 and the

urban area is 117 Km2. This district lies in the southern part of the state in the Ganga plain adjoining

Vindhyan plateau of India. Allahabad is surrounded by Sant Ravi Das nagar (Bhadohi) and Mirzapur

districts in the east, Kaushambi in the west, Pratapgarh and Jaunpur in the north and Banda and the

state of Madhya Pradesh in the south. The river Ganga and Yamuna flow through the district. The

part of Allahabad district that falls between the Ganges and Yamuna is just like the rest of Doab

(interfluves) and is especially suitable for the cultivation of wheat. The other parts of the district,

which are the southern and eastern part of the district, are somewhat similar to those of adjoining

Bundelkhand and Baghelkhand regions.

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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1.3 The Company

M/s Goel Housing Construction Company is a renowned name in the real estate sector, working

with an aim of emerging as one of the prime real estate developer, commanding trust of its customer

while at the same time known for its strict adherence to commitment.

They took commitment to challenge benchmarks and set new standards of quality in a crowded

cityscape. They build homes that are sensitive to people's needs and to the environment as well. The

company blended commitment, passion and foresight to emerge as the new force in real estate at

Allahabad in past 14 years since its inception.

They lay great emphasis on the aesthetics and utmost care is taken to ensure that all the undertakings

projects are architecturally soothing to the senses.

The Company believes in decentralized, proactive & delegated powers to make the working culture

productive and result oriented.

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 regional level linkages are vital for development of a new town. Being a headquarters of the

North Central Railway Zone Allahabad is well connected to major cities of the country. The linkages

(road, rail and air) are well for quick uninterrupted access to the city.

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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To describe the proposed project and associated works together with the requirements for

carrying out environment sustainability study of proposed development.

To identify and describe the elements of the community and environment likely to be affected

by the proposed developments.

To establish the baseline environmental and social scenario of the project site and its

surroundings based on the secondary data available from different sources.

To identify and quantify emission sources and determine the significance of impacts on

sensitive receptors.

To identify, predict and evaluate environmental and social impacts expected to raise during the

construction and usage of the project in relation to the sensitive receptors;

To develop an Environmental Management Plan that identifies the negative impacts and

develops mitigation measures so as to minimize pollution, environmental disturbance and

nuisance during construction and operations of the development.

To design and specify the monitoring and audit requirements necessary to ensure the

implementation and the effectiveness of the mitigation measures adopted.

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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Collection of environmental components viz. Micro-Meteorological Condition, Ambient Air

Quality, Water (Surface and Ground water) use and its Quality, Soil Quality, Noise Level, Traffic

Volume etc. from various government and semi-government authorized agencies.

Survey study was carried out in the study area to assess the status of flora & fauna and socio-

economic profile of the study area; and

Information was also collected through Primary and Secondary sources like Department of

Census, Local and City offices, National Institutions (Survey of India, National Information

Centre etc.), District Head Quarters and other Government Offices etc. as well relevant Published

Literatures.

Stage –III

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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facilitate the company to obtain Environmental Clearance (EC) from the SEAC, UP, Government

of India as per the above mentioned notification.

Table 1.1: Summary of Environmental Legislation for proposed project

Legislation Areas / Activities CoveredEnvironment (Protection) Act, 1986with Rules.

Overall Environment Protection Compliance to environmental (Air, Water, Noise)

Standards issued under EPREIA Notification, 1994, 2006 and2009

Prepare EIA / EMP report Obtain Environmental Clearance from

MoEF/SEIAAAir (Prevention and Control ofPollution) Act, 1981 with Rules.

Protection of Air Quality Consent to Establish (NOC) for establishing and

Consent to Operate (CTO) for activities causing airpollution from DG sets from SPCB

Compliance to National Ambient Air QualityStandard.

Water (Prevention and Control ofPollution) Act, 1974 with Rules.

Protection of Water Quality. Discharge of sewage. Obtaining Consent to Establish for establishing and

Consent to Operate for activities causing waterpollution from SPCB.

Water Cess Act, 1977 Paying Water Cess to Local Body for sourcing ofdomestic water.

Noise Pollution (Regulation andControl) Rules, 2000

Compliance with Ambient Noise Standards inaccordance to land use of the area.

Hazardous and Other Waste(Management and Handling Rules,2016 (as amended)

Obtaining Authorization from SPCB for handlingand storing of hazardous waste like waste oil andlubricants

Following guidance for handling and storing ofsuch hazardous waste

Manufacture, Storage and Import ofHazardous Chemicals Rules, 2000(as amended)

Notifying regulatory authority (in this case, theState Factories Inspectorate) of storage ofhazardous substances like LPG

Follow guidance on such storage, maintain updatedMSDS, submit annual Safety Report to authority

Prepare Onsite Emergency Plan.

Motor Vehicles Act with Rules Lay down restriction for vehicles not havingPollution Under Control Certificate (PUC) orproper labeling to enter premises.


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Legislation Areas / Activities CoveredPetroleum Act with Rules 2000 Comply with guidance and safety measures for

storage, and transportation of petroleum substanceswithin premises

Municipal Solid Waste Rules, 2016 Management (Collection, Handling, IntermediateStorage) of domestic waste from residences

State Town Planning Acts Obtain permits and sanction for land Development of project in accordance with

Landuse and Master plansState Groundwater Regulation Conform to restriction for drawing of groundwater

Arrange for recharge through Rainwater HarvestingSchemes (as applicable)

Siting Guidance Follow siting guidance as far as practicable Avoid sites which are environmentally sensitive

Corporate Environmental Policy,2011

To ensure that the promoters formulate and follow awell laid corporate Environment policy so that allPP integrate environmental concerns into their day-to-day functioning, especially the compliance withthe 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 theclay, limestone, sand etc and is not technicallyinfeasible, compliance of which shall be the duty ofthe person/ agencies undertaking construction

Corporate EnvironmentResponsibility 2018 The environment ministry has firmed up guidelines

that will require every corporate seekingEnvironment clearance to set aside up to 2% of itscapital investment for Corporate EnvironmentResponsibility (CER).

The activities proposed under CER shall be workedout based on the issues raised during the publichearing, social need assessment, R&R plan, EMP,etc.


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Legislation Areas / Activities CoveredBuilding & other ConstructionWorkers Rule 1998 To ensure the provisions under BOCW Act.

Construction & Demolition wasteRules, 2016

Conform to meeting disposal norms Allocation of responsibility

e-waste (Management & Handling)Rule, 2016

Management & Handling of Electrical andElectronic 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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Site and Surroundings within 10 km from proposed project are as follows:

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 StructureAllahabad 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:

N


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Table – 2.1: Area Statement

S. No Details Area1 Type of Building Residential

2 Total Plot Area 10116.00 m2

3 Green area required 1517.40 m2 (15%)

4 Green area Provided 1519.75 m2 (15.02%)

5 Permissible Ground coverage 5563.8 m2 (55%)

6 Proposed Ground coverage 4544.74 m2 (44.92%)

7 Open area (Plot area- Ground coverage) 5571.26 m2

8 Area for road and internal circulation 2050 m2

9 Other Services 2001.51 m2

10 Permissible FAR 25290 m2 (@ 2.5 )11 Proposed FAR 25278.775 m2 (@2.49)

12 TDR 12036.315 m2

13 Achieved FAR 25278.775 m2 +12036.315 m2

=37315.09 m2 (@3.68)14 Basement Area

Stilt AreaMumty AreaNon-Far Area

4856.6 m2

4469.66 m2

117.44 m2

9443.7 m2

15 Built up Area (Achieved FAR+ Non FAR) 46758.78 m2

16 Number of Units 325Flats17 Number of Additional Units(In Lieu of TDR

PMAY)155 Flats

18 Total Number of Units proposed 480 Flats

20 Maximum height of building 38.7m (S+12)

21 Population(@5 persons per unit) Residential (480*5) =2400

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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Type of Industry Building & Construction Project

Category B, Type- 8(a)

Site Coordinates Point A: 25°26'39.66"N 81°46'52.42"EPoint B: 25°26'39.38"N 81°46'55.57"EPoint C: 25°26'35.44"N 81°46'51.85"EPoint 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 HousingConventional ShopsCommunity 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 WildlifeProtection Act, 1972 (Tigerreserve, Elephant reserve,Biospheres, National parks,Wildlife sanctuaries,community reserves andconservation reserves)

None

Reserved/Protected Forests Nil (in 10km radius)

Rivers/Lakes Yamuna- 5Km (SE)Ganga-3 Km(N)Sangam10 Km(E)

Archaeological/Monumentsimportant places

Allahabad Fort–10Km (SE)Alfred park- 7.0 Km(NE)Khusro Bagh- 4.0 Km (E)

Seismic zone Seismic Zone III according to Indian standard seismiczoning Map

Defence installations Allahabad Cantonment Board- 4Km ( NE)Manauri Air Force Campus- 11.0 km (NW)


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Table: 2.3: Development Mix

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

(Block A +Block B)

24549.2 m2

10 Commercial Shops 75.08 m2

Total Covered area

(Block A &B+

Commercial Shops)

24624.28 m2

11. Total Balcony Area

(Block A +Block B)

654.495 m2

12 Community Hall

(Block A)

185.87 m2


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Table: 2.4: TDR Utilized

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

Area(Block A+ Block B)

11694.64 m2

7. Total Balcony Area

(Block A +Block B)

312.465 m2

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(including retail)

Residential: 2400(@ 5 persons per unit)Visitors: 240Staff/ employees: 130

Parking RequiredTotal Parking provided

557 ECS560 ECS

Power requirement& source 1875 KVASource: 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 waterTotal Water Requirement :225KLDSource: Municipal water supply& Recycled water


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Items Details

Sewage Generation Amount of waste water generated: 195KLDSTP Capacity: 250KLD

Solid waste Domestic waste : 1269kg/dayHorticultural waste: 6 kg/dayE- waste : Approx. 1kg/day

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

Figure 2.3: Land use distribution in the project

2.1.5 Infrastructure Plan

GroundCoverage

45%

Green Area15%

Area for road &internal

circulation20%

Other Services20%

Land Use


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Roads Standard roads with footpath, trees and drainage facility on either side

of the road

Electrical works Electrical poles and light fittings will be as per Architectural design

Electrical substation Electrical Substation to supply Electricity

Compound wall Compound wall along the boundary with Architectural design

Parking Adequate parking spaces as per State or MoEF norms will be provided.

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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Table 2.7: Water Calculations

S.

No

.

Description unit/Area

(in m2)

Total

Occup

ancy

Fresh water Requirement

Rate of

water

deman

d for

drinkin

g and

washin

g(lpcd)

Total

Water

demand

for

drinkin

g and

washing

(KLD)

Rate of

Flushin

g water

deman

d

(lpcd)

Total

Flushi

ng

water/

Recycl

ed

Water

(KLD)

Total

Water

Require

ment

(KLD)

1. Residential 480units 2400 65 156 21 51 207

2. Visitors 240 5 1.0 10 3.0 4

3. Staff

(Including

staff of

shops)

130 30 4.0 15 2.0 6

Total Domestic water 161 56 217

4. Horticulture 1519.75 m2 5 l/sqm 8 8

Total 161 64 225


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

D OM ESTIC WATER217 KLD

D ischarge intoM unicipal Sewer

RECYCLEDWATER64 KLD

FLUSH ING56 KLD

112 KLDWATER

WASTEWATERGENERATED

= 195KLDSTP = 250 KLD

@90% of domesticwater

64KL

D T

ertia

ry T

reat

ed

SecondaryTreatment

176 KLD (10% losses)

Fresh Water161 KLD

H ORTICULTURE8 KLD


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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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supplies 77% of the total water supply. 23% of the water is supplied by River Yamuna. An intake raw

water pumping station is located on the banks of River Yamuna at Kerela Bagh, where pumps

transport water to the Khusroobagh water works through pumping mains along the Nurullah Road.

The water supply per capita is 253 lpcd, which is much higher than the required norms. The high

water supply is available due to the perennial source, i.e., River Yamuna.

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

Tube wells9 SulemSarai

10 Naini

11 Phaphamau

12 Jhunsi

(Source: City Development Plan Allahabad – 2041)


Page 24

Ground Water:

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

Extraction Source

Quantity in

Nos.

Amount of water

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.


Page 25

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

unit(Blocks)

Ground

Water

Availabili

ty (Ham)

Ground

Water

Draft

(Ham)

Level

of

developmen

t

(%}

Category

as on

05/2013

Balance

Ground

Water(Ham)1. Bahadurpur 6269.09 552.88 82.64 Safe 5212.892. Baharia 8923.83 2509.56 81.44 Safe 4778.453. Chaka 2545.76 403.23 75.68 Safe 2123.224. Dhanupur 4743.23 854.79 87.12 Safe 3387.865. Handia 4834.02 1025.95 71.22 Safe 3232.226. Holagarh 7023.11 2544.43 69.82 Safe 2389.997. Jasara 5904.15 1634.21 57.00 Safe 2756.668. Kaundhiara 6952.68 1822.22 84.21 Safe 3154.32


Page 26

9. Karchhana 6300.47 1263.39 89.79 Safe 3989.2510. Kaurihar 5933.43 1309.67 75.12 Safe 3909.2411. Koraon 8512.02 2605.88 34.54 Safe 5124.7812. Manda 3633.87 764.60 69.89 Safe 2467.5513. Mauiama 5754.46 1588.20 82.13 Safe 2971.3514. Meja 4533.22 987.44 53.33 Safe 3103.3815. Phulpur 5998.23 1102.93 63.33 Safe 4455.3316. Pratapur 5331.22 1122.74 75.08 Safe 3487.9017. Saidabad 5334.67 1205.76 73.05 Safe 3212.2118. Soraon 4654.23 1190.98 67.19 Safe 2690.0919. Shankargarh 3278.34 671.56 33.03 Safe 2012.0820. Urva 5278.55 744.22 69.17 Safe 4232.33

Total 111738.19 24775.88 68682.32(Source: U.P. Jal Nigam)


Page 27

(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.


Page 28

Depth to Water Level:

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 pre monsoon 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.

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.


Page 29

The water will be boosted from central underground storage tank to overhead tanks over building

roofs by Variable Frequency Drive hydro-pneumatic pumps. By using hydro-pneumatic pump set of

variable drive, the same set of pumps will be able to supply to various overhead tanks and substantial

energy will be saved.

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


Page 30

Backup power supply arrangement 1 DG Set of 100 KVA

Stack Height 6.0 m above highest building

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.


Page 31

Table 2.10: Storm Water Calculation

Peak Run off

Max, Rainfall Intensity 40 mm/hr

Location RunoffCoefficient

Aream2

Rainfallintensity

PeakRun offin m3/hr(in m)

Roof Area 0.8 4544.74 0.04 145Paved area 0.6 4051.51 0.04 97Green Area 0.2 1519.75 0.04 12

Total Runoff m3/hr 254

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


Page 32

The solid waste generated from the project after full occupancy will be mainly domestic waste. The

solid waste so generated shall be first segregated as plastic, glass, paper and other waste separately.

The recyclable inorganic waste will be sold to registered buyers. The bio-degradable wastes will be

transferred into a designated collection point for disposal by municipal authority/hired agency.

Table 2.11: Solid waste generation

S.

No.

Particulars Population Waste generated in(kg/day)

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.


Page 33

Litter bin will also be provided in open areas like commercial spaces, parks & play grounds

etc.

Waste will be collected on daily basis by hired/ contracted vendor.

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.


Page 34

HazardousWaste

Fig. 2.6 Waste Management Flow Diagram (Construction Phase)

Hazardouswaste

Fig 2.7: Waste Management Flow Diagram (Operational Phase)


Page 35

2.6.4 Hazardous Waste

The Project is a Building Construction Project in which no storage of hazardous chemicals (as per

MSIHC rules) will be done, except HSD (low sulphur variety) required to run standby DG sets. Also,

the quantity to be stored will be below the threshold limit specified in the MSIHC rules & Used /

spent oil from DG sets will be sold to registered recyclers.

During construction paints, solvents, thinner, oil and lubricants will be stored properly and used

carefully, minimizing the impact on human health and environment.

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


Page 36

Various types of electrical and electronic wastes generated in the building, which includes PC in

homes, batteries, electric gadgets, should be collected separately for transportation to the authorized

recyclers approved by the state/Central pollution control boards.

2.6.6 Construction Waste

Table 2.12: Details of Construction Waste Material Generated

Constructionwaste material

Total construction wastegenerated @ 40 Kg/sq.mof builtup area(46758.78)

(MT)

1870

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)


Page 37

Total Car Parking Required 1ECS /50 m2 25290 m2 of

permissible FAR506 ECS

10% Visitors Parking 51 ECS

Total Car Parking Required 557 ECS

As per Allahabad Development Authority

2 BHK Type (59.78 m2)1 ECS For Each Flat(384Flats) 384 ECS

3BHK Type (75.79 m2 ) 1ECS For Each Flat(96Flats) 96 ECS

Total 480ECS

10% Visitors Parking 48 ECS

Total Car Parking Required 528 ECS

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


Page 38

As per Indian Standard Code for Fire Protection (IS Codes)

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.


Page 39

Water Storage Tanks

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


Page 40

17. 5mm thick plane glass

18. 3mm thick ground glass in toilets

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.


Page 41

CHAPTER 3

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


Page 42

.The highest monthly rainfall total, 333 mm, occurs in August. The city receives 2,961 hours of

sunshine per year, with maximum sunlight in May.

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


Page 43

greatly during the rainy season. There are many streams which join Yamuna 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.

Fig. 3.1: Drainage Map of the Allahabad

Project Site


Page 44

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.


Page 45

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.


Page 46

Table-3.1: Water Quality of River Ganga at Allahabad

Parameters Ganga atAllahabad(Rasoolabad)

Ganga atKadaghat,Allahabad

Ganga atAllahabad

D/S(Sangam),

Ganga atAllahabad

(Rasoolabad)


Ganga atAllahabad

D/S(Sangam),

Ganga atAllahabad

(Rasoolabad)


Ganga atAllahabad

D/S(Sangam),

2012 2013 2014Mean 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)(>4 mg/l)

7.4 7.8 7.1 8.5 8.4 8.2 8.7 8.4 8.5

pH (6.5-8.5) 8.2 8.2 8.2 8.2 8.2 8.3 8.3 8.3 8.3

Conductivity(µmhos/cm)

459 441 511 367 374 429 385 382 404

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

5.6 4.8 5.1 3.6 3.4 3.6 3.6 3.9 4.2

Faecal Coliform(<2500MPN/100ml(MPN/100ml)

3058 2600 3450 5033 16100 6475 17283 18333 31833

Total Coliform(<5000MPN/100ml)

7583 4958 9500 21417 22417 24333 24.4 24.5 24.4

Table-3.2: Water Quality of River Ganga at Allahabad (2016)

Parameters Ganga at Allahabad(Rasoolabad)

Ganga at Kadaghat,Allahabad

Ganga at Allahabad D/S(Sangam),

Min Max Min Max Min Max

Temperature 20.3 27.6 20.5 28 21 28

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

6.8 8.6 7 8.4 8.4 7.7

pH(6.5-8.5)

7.9 8.4 7.9 8.4 7.7 8.4

Conductivity(µmhos/cm) 328 385 339 386 403 488

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

3.6 4.5 3.8 4.7 3.6 4.8


21000 26000 27000 27000 21000 33000


32000 58000 33000 54000 34000 63000


Page 47

Table-3.3: Water Quality of River Yamuna at Allahabad

Parameters Yamuna At Allahabad D/S (BaluaGhat), U.P

2014 2012

Mean

Temperature 24.8 25

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


2875 1533


5975 3225

Table-3.4: Water Quality of River Yamuna at Allahabad (2016)

Parameters Yamuna At Allahabad D/S (BaluaGhat), 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(µmhos/cm)

472 578

BOD(mg/l) ( <3 mg/l ) 2.2 2.8


1700 7800


6300 14000

Source: cpcb.nic.in


Page 48

The result shows that there is continuous increase in BOD, and Total coliform load in river Ganga

and Yamuna that mean pollution is increasing day by day. The main reason of water pollution is

flowing of untreated sewage into the river due to lack of sewage system.

As the Total Coliform load is too high the river water is not safe for drinking purpose.

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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www.downtoearth.org.in

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(MPN/100ml)

Faecal Coliform(MPN/100ml)

Yamuna River 9.3 2.40 12000 7000

GangaRiver(Upstreamof Sangam)

10.4 3.1 14000 7800

Ganga River(Downstream ofSangam)

9.8 3.4 17000 9300


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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°45Ń and 81°84É 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 in2001(Ha)

% Area 2001

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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5 Recreational 4953.45 16.02 2531.48 11.67

6 Public/semi-

public

1179.78 3.82 571.24 2.63

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


Page 52

Source: CDP Allahabad – 2021

Figure 3.4: Allahabad Master Plan, 2021

(C) Seismicity

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.

Allahabad


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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

(oC)

Precipitation/Rainfall(mm)

Average Min Max Average


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January 16.1 8.5 23.8 21

February 18.4 10.8 26.1 12

March 24.8 16.4 33.2 12

April 30.6 22 39.2 4

May 34 26.8 41.7 10

June 33.8 28.3 39.4 102

July 30 26.6 33.4 303

August 28.8 26 31.7 273

September 28.9 25 32.8 190

October 26 19.7 32.3 40

November 20.4 12.4 28.5 8

December 16.5 8.5 24.5 6

(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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Average Industrial

Residential

Rural and

Other area

Ecologically

sensitive area

(notified by

central

Government)

Methods of measurement

Sulphur Dioxide

(SO2)

Annual Average* 50 20 -Improved West and Gaeke

-UV fluorescence24hr** 80 80

Nitrogen Dioxide

(NO2)

Annual Average * 40 30 -Modified Jacob

&Hochheiser (Na-Arsenite)

-Chemiluminescence24hr** 80 80

Particulate Matter

(size less than 10

µm) or PM10 µg/m3

Annual Average * 60 60 -Gravimetric

-TOEM

-Beta attenuation24hr** 100 100

Particulate Matter

(size less than 2.5

µm) or PM2.5µg/m3

Annual Average * 40 40 -Gravimetric

-TOEM

-Beta attenuation24hr** 60 60

Ozone (O3) µg/m3 8hr** 100 100 -UV photometric

-Chemiluminescence

-Chemical Method1hr** 180 180

Lead µg/m3 Annual Average * 0.50 0.50 -AAS/ICP method after

sampling on EPM 2000 or

equivalent filter paper

ED-XRF using Teflon filter

24hr** 1.0 1.0

Carbon monoxide

mg/m3

8hr** 02 02 -Non Dispersive Infra red

(NDIR) spectroscopy1hr** 04 04

Ammonia (NH3)

µg/m3

Annual Average * 100 100 -Chemiluminescence

-Indophenol Blue method24hr** 400 400


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Benzene (C6H6)

µg/m3

Annual Average * 05 05 -Gas Chromatography based

continuous analyzer

-Adsorption and desorption

followed by GC analysis.

Benzo(a)Pyrene

(BaP)-particulate

phase only, ng/m3

Annual Average * 01 01 -Solvent extraction followed

by HPLC/GC analysis

Arsenic (As) ng/m3 Annual Average * 06 06 -AAS/ICP method after



Nickel (Ni) ng/m3 Annual Average * 20 20 -AAS/ICP method after



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)

Year (OperatingStations Five)

SO2 (µg/m3 ) NO2(µg/m3 ) PM10(µg/m3 )

2011 6 23 260

2012 4 32 317

2013 5 29 235


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2014 4 28 250

2015 4 26 250

2016 4 37 1962017 4 40 140

Source: cpcbenvis.nic.in

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

(µg/m3 )

SO2 NO2 AQI

1. Crossing Mahalaxmi Commercial 212 15.10 45.70 175

2. Bharat Yantra Nigam Residential 193 13.50 39 162

3. Sewage Plumbing

Station (Alopibagh)

Commercial 221.80 2.81 62.33 180

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 Impact0-50 Good Minimal impact51-100 Satisfactory Minor breathing discomfort

to sensitive people101-200 Moderate Breathing discomfort to the

people with lungs, asthmaand heart diseases

201-300 Poor Breathing discomfort to mostpeople on prolonged


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exposure301-400 Very Poor Respiratory illness on

prolonged exposure401-500 Severe Affects healthy people and

seriously impacts those withexisting diseases

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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Day Night

Residential 55 45

Commercial 65 55

Industrial 75 70

Silent 50 40

Table 3.14: Noise Level dB (A) during Day and Night Time

Class Average Year 2015

db (A) Leq

Average Year 2016

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,


Page 61

along the bank of the Sasur Khaderi, but most of them were cleared for agricultural purposes during

the following decades. The right bank of the Ganga has patches of Babul. Forest now exists mostly in

the trans-Yamuna tracts in Bara tehsil and the southern tracts of tehsil Meja and Koraon. The main

varieties of trees found in these forest are Dhak (Butea monosperma), Kakor, (Ziziphus globerrima),

Aonla (Emblica oficinalis), Arjun (Terminalia arjuna), Jharberi (Ziziphus numilaria), Mahua

(Madhuca indica), Semal (Salmalia Malabarica), Chiraunji (Buchanania lanzon), Bahera

(Terminalia belerica) and Babul (Acacia nilotica). Forest cover plays an important role in the

economy of the district. The supply of fuel, fodder and bamboo etc is made from these forests.

The number and species of wild animals are much greater in the trans-Yamuna tract than elsewhere in

the district. Most of the animals are found in the southern part of the trans-Yamuna tract and they are

sometimes seen in the ravines of the Yamuna in tehsil Bara and the southern part of tehsil Meja.

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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The usual species of birds which are commonly found in the Gangetic plain are also found in the

district. Among the game birds the most common are Grey Partridge (Franco-Linus Pondiceriancis),

the common Indian Sand Gouse (pterodes Exustus) etc. The Great Indian Bustard (Choriotis

Nigriceps) and the Florican (Syphiotides Indica) are found in the hilly and grassy parts of the trans

Yamuna tract. Several species of migratory birds are seen during winter season. Fishes are found in

the rivers, lakes and ponds of the district, the common species being Rohu, (Labeo Rohita), Karaunch

(Labeo Calbasu), Tergri (Gagalia Cenis) and Singhi (Heteropseastus Fossilis) etc.

3.5.2 Habitat Assessment

The information on prevailing baseline in proposed project site is important because project activities

might lead to loss of the ecological resources, if existing. The information will further enable to

evaluate the feasibility and efficacy of the mitigation options that are being proposed by

environmentalist and conservationist to incorporate conservation concerns in mitigating the impacts

of developmental project.

The study area was divided into two zones as given below:

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

i) Core Zone Within the project area

ii) Study Area 10 km radius around the project area


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3. Ziziphus globerrima Kakor

4. Azardiracta indica Neem

5. Emblica officinalis Aonla

6. Terminalia arjuna Arjun

7. Ziziphus numilaria Jharberi

8. Madhuca indica Mahua

9. Salmalia Malabarica Semal

10. Terminalia belerica Bahera

11. Acacia nilotica Babul

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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6 Viper Vipera sp

7 Monitor Lizard Varanus

8 Krait Bungarus caeruleus

Mammals

9 Cat Felis sp.

10 Dog Canis lupus

11 Cow Bos sp.

12 Rat Rattus rattus

13 Donkey Equus africanus asinus

14 Horse Equus ferus caballus

15 Gray Langur Semnopithecus

16 Goat Capra aegagrus hircus

17 Bat Pipistrellus pipistrellus

18 Rhesus Macaque Macaca mulatta

Aves

19 Blue Jays Cyanocitta cristata

20 Parakeets Psittakula krameri

21 Comb duck Anas platyrhynchos

22 Quail Coturnix coturnix

23 Sparrow Passeridae

24 Crow Corvus

25 Parrot Psittaciformes

26 Peacock Pavo cristatus

27 Owl Bubo bengalensis

28 Bulbul Pycnonotus cafer

29 Rock dove Columba livia

Butterflies


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The landscape of the study area does not support the habitat for butterflies. The common butterfly

species recorded from the study area include; Indian Pioneer (Belenois aurota), Oriental Plain Tiger

(Danaus chrysippus), Rice swift (Barbo cinnara) and Lime Butterfly (Papilio demoleus).

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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The district Allahabad has been a centre of trade, learning, politics and religious festivals through the

historical past. It has been associated with the religious beliefs and festivals. The holy river Ganga

and the sacred Sangam form an integral part of the Indian culture. The city has witnessed the rise and

fall of mighty empires. Being a centre of education, it has also attracted many scholars and had

produced many academicians, revolutionaries, politicians and people of national and international

repute. Due to its vibrant past and present the district has witnessed considerable change in the

demography, economic activities, transport, population and culture over the past decades.

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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15 Karchana 125205 112917 238122

16 Kondhiyaar 79438 71642 151080

17 Uruva 105275 94943 200218

18 Meja 100923 91019 191942

19 Koraon 157953 142452 300405

20 Manda 100622 90748 191370

TOTAL RURAL 2367562 2135219 4502781

TOTAL URBAN 765917 691100 1457017

TOTAL DISTRICT 3133479 2826319 5959798

Source: Statistical bulletin of Allahabad district (2001 and 2011)

*Calculated from growth rate of 1991-2001.

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)

S.No. Block

Total Population*

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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7 Bahadurpur 72812 0 24.39

8 Partappur 57608 5 25.52

9 Saidabaad 58164 2 22.98

10 Dhanupur 49054 0 21.16

11 Handiya 39902 0 19.30

12 Jasra 37300 1888 22.66

13 Shankargarh 62860 2312 39.84

14 Chaka 60869 42 29.87

15 Karchana 41236 1783 18.07

16 Kondhiyaar 37276 833 25.22

17 Uruva 45440 0 22.70

18 Meja 45218 230 23.68

19 Koraon 97722 2229 33.27

20 Manda 51806 6337 30.38

TOTAL RURAL 1144617 6956 25.57

TOTAL URBAN 202901 1462 14.03

TOTAL DISTRICT 1347271 8311 22.75


*Calculated from growth rate of 1991-2001.

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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S.No. Block 2001 2011 Change

1 Koarihar 783 945 162

2 Holagarh 1040 1255 215

3 Mauaima 952 1198 206

4 Soroun 1251 1510 259

5 Bahriya 914 1104 190

6 Phulpur 849 1025 176

7 Bahadurpur 934 1128 194

8 Partappur 886 1070 184

9 Saidabaad 1095 1322 227

10 Dhanupur 1108 1338 230

11 Handiya 1066 1287 221

12 Jasra 531 642 111

13 Shankargarh 289 349 60

14 Chaka 1099 1327 228

15 Karchana 847 1027 180

16 Kondhiyaar 624 754 130

17 Uruva 982 1185 203

18 Meja 359 434 75

19 Koraon 346 418 72

20 Manda 458 552 94

TOTAL RURAL 695 839 144

TOTAL URBAN 10314 12453 2139

TOTAL DISTRICT 901 1087 186


*Calculated on the basis of projected block wise population of 2011.

3.6.3. Urbanization:


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Urbanization is another important feature under the study. Although, the area under urban limits is

increasing continuously, still the growth rate of number of residential households is quiet high. The

share of urban population has increased from18.12 per cent in 1961 to 24.78 per cent in 2011.

3.6.4. Literacy:

The total literacy rate in Allahabad district is 74.41 per cent, largest in the Allahabad Division. The

male and female literacy is 85.00 per cent and 62.67 per cent respectively. In 2001 the total literacy

rate was 62.1 per cent and the literacy rate among males and females was 62.8 and 46.38 per cent

respectively. Thus we find an increase of 12.3 percent in total literacy and 9.19 per cent and 16.29 per

cent in male and female literacy rates respectively.

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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network of buses operating through 241bus stops (193 rural and 48 urban) in various parts of the

district.

3.6.7. Settlements

There are also a large number of Townships and Villages near Allahabad City within Allahabad

District. Poshpockets of the city include neighborhoods like Civil Lines, Cantonment or Allahabad

Cantt, Kotwali, Dhoomanganj, Colonelganj, Mahaveer Puri, Shivkuti, Georgetown, Bharadwaj

Puram, Kareli, Cantt, Kydgunj, and Attarsuiya. The Old Allahabad City, at the south of Allahabad

Junction Railway Station, consists of neighborhoods like Chowk, Johnstongunj, Dariyabad,

Khuldabad etc. In the north of Railway Station, the New Allahabad City consists of neighborhoods

like Lukergunj, Civil Lines, Georgetown, Tagoretown, Bharadwaj Puram, Ashok Nagar,

Mumfordgunj etc.

There are the following villages close to the proposed site:

Rahimabad Village: 4.0 km (W)

Saha Urf Pipalgaon: 2.5 km (S)

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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examining body, is headquartered in the city. As of 2010, the city had one central university; three

deemed universities and an open university. Allahabad University, founded in 1876, is the oldest

university in the state. Motilal Nehru National Institute of Technology Allahabad is a noted technical

institution. Sam Higginbottom University of Agriculture, Technology and Sciences is an 'A-grade',

deemed university with global standards. Other notable institutions in Allahabad include the Indian

Institute of Information Technology - Allahabad; Motilal Nehru Medical College; Ewing Christian

College; Harish-Chandra Research Institute; Govind Ballabh Pant Social Science Institute; Allahabad

State University and Institute of Engineering and Rural Technology.

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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CHAPTER-4

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 /

Area

Pollutant Pollutant Characteristics Frequency

DEVELOPMENT & CONSTRUCTION PHASE


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1 Site

Preparation

Air

emission-

PM10, PM2.5,

SO2 and

NO2

a. Dust from construction

activities and excavation.

b. Particulates matter, NO2

and CO from Vehicle

exhaust

a. Temporary during

construction phase only.

b. Bulk of the emissions are

expected from ground

working and leveling

activities.

Earth / Solid

waste

Solid waste from

construction activity and

excavation.

Periodic

Noise Noise generated from

construction equipment and

machinery

Temporary during initial

construction phase

2 Labour

welfare

Camps

Sewage Sewage generated from

temporary labour camps on

site

Temporary during the

initial construction phase

Solid Waste Solid Waste generated from

temporary labour camps

Temporary during the

initial construction phase

Operational Phase

1 Vehicular Movement Air emissions

and Noise

Vehicle exhaust

emissions

Continuous /

periodic

2 Diesel generators Air emissions SO2, NO2, SPM, CO

from fuel burning

Occasional during

power failure

Noise Noise due to running of

equipment

Occasional during

power failure

Hazardous Waste Used Oil Generation Occasional during

oil changes

3 LPG Cylinders Thermal / Blast

Effect

Accidental Explosion

due to LPG leaks and

Accidental


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fire

4 Maintenance /

Housekeeping

Wastewater Floor washing Continuous

Solid waste Used equipment parts

and garden wastes

Continuous

5 Vehicle Parking

Area

Oil spills Minor oil leaks In

parking space

Continuous,

Negligible quantities

6 Storm water drains Waste water Contamination

discharge from site-

mainly suspended solids

During rainy season

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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Impact on traffic on the road

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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Conservation Transfer value of Building Material, Energy Efficient Building

Services and Equipment,

Public Area Lighting, Exterior Lighting

II. Water Conservation Use of sprinklers for Gardening

Rainwater Harvesting

Sprinkler will be used for curing and quenching during construction

phase

III. Internal Roads and

Accesses

Pedestrian Access Ramps for Disabled persons, Road painting and

Signage Speed Breakers

IV. Material Use Construction Materials Selection

Paint Selection

Use of Recycled Materials

Use of Timber, use of fly ash

V. Aesthetics during

functional Use

Clothes Drying Facilities

Stilt Parking

Visitors Parking

Playground for children

Footpath for walking

Rest room for senior citizens.

Flower bed water disposal

Floor washing arrangements

Standby Power Supply

Maintenance Staff

VI. Facilities for

proposed project

Rest Rooms with toilets for Visitors and Security Persons.

VII Air Quality Wheel wash arrangement will be made at exit point during

construction phase

Height of the stack will be 6 m higher than the tallest building.

Landscape development


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4.3 Assessment of Environmental Impacts during Development and Construction Phase

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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During construction phase, top layer of soil will be excavated in order to provide foundations. It is

estimated that approx. 14000 m3 of earth material will be excavated during initial construction phase

for foundation, basement etc.

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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During the ongoing construction activities, the following measures will be adopted for safety

of workers.

The waste generated during construction will be collected in a separate yard.

Steel and iron scrap will be stored separately at an identified place.

The waste management plan will be strictly adhered to during construction activities-like-

recycling plan –handling – segregation – storage -disposal.

The recyclable waste (metal, wood, plastic and empty cement bags etc.) will be sold to the

vendors

Use of wet jet will be done for cutting & grinding of stones.

Loose soil will be compacted before construction activities.

Covered vehicles shall be arranged for carrying the construction waste material to the nearest

dumping site.

The inert waste (brick, masonry, concrete, etc.) will be used for road making and landfilling

within the site itself.

Personal protective equipment and special procedures for handling of waste to prevent injury.

The impact on soil during construction phase will be marginal and reversible in nature.

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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disposed as per their characteristics. The waste handling management and its disposal is described in

Section 2.

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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Although no significant impact is anticipated on the groundwater regime as water tankers will be used

for construction purpose. Therefore, impact on ground water resources will be insignificant during

construction of project.

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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The primary concerns relating to surface water quality associated with construction activities are

pointed out below:

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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Through the proper disposal of waste water generated at site with its final outfall to municipal

sewers.

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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Impact

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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Mitigation Measures

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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Catchments such as roofs should be accessible for regular cleaning and 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


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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Air emissions other than dust arise from combustion of hydrocarbons. The pollutants of concerns

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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The ambient air quality shall be monitored regularly to ensure that the activities at site are not

polluting the ambient environment.

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.


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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From the vehicular emissions, NO2 and SO2 will be pollutant of primary 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

Air Quality Standards for NO2 (60µg/m3). 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

commissioned after 1/07/2003)

Stack Height shall be maximum of the

following in matter:

i. 14Q0.3, 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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Mitigation Measures

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


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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To minimize impacts of noise generation from construction activities, the workers will be provided

with ear muffs and other protection devices. D.G. sets with proper acoustic enclosure for controlling

noise would be installed.


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


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.


Impact

Biological impacts on ecosystem are typically predicted in two ways.


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Professional judgment based upon knowledge of the biota and habitat, present knowledge of

the impending impact resulting from similar studies and common sense.

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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(i) Construction Camp

Impact

During the development and construction phase most of the labour will be coming from local areas

termed as temporary workers will be around 100 and rest permanent workers, as proposed project

will develop gradually in the time span of 2 to 3 year.

Therefore, labour camp will be constructed to accommodate the permanent laborers at the project site.

Suitable measures will be taken for their welfare at the site to mitigate anticipated impacts.

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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To further improve the socio-economic conditions of the area, it may be proposed to employ mainly

local people as workers. Much of the maintenance arrangements may also be made with local

companies and purchase of new parts from the local market. The EMC shall be responsible for

implementation of the environment management plans and the pollution control measures to ensure

that no disturbance is caused to the surrounding areas by the scheme activities.

4.3.9. AESTHETIC ENVIRONMENT

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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Surface water contamination by the runoff from the dumping site

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.

No.

Particulars Population Waste generated in(kg/day)

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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transport facility, like, buses and minibuses are easily available in the area as transport linkage. The

project site is easily accessible.

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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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

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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The DG sets will be automatically controlled to optimize the usage based on the actual load

requirement at any given time. These measures will effectively cut down the electricity/ diesel

consumption.

Glazing glass: to keep the U value as per ECBC.

External glazing will be below 40% of the total vertical surface as per ECBC. Glass will be

used only for windows.

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 4.6.: Impact Matrix

Environment

al Parameters

Nature of Potential Impacts during Construction and Function

Local Regional Short

Term

Long

Term

Reversi

ble

Irreversible Adverse Beneficiaries

Topography √

Drainage √

Soil √

Water

Resources

√ √ √ √

Water

Quality

√

Land Use √ √ √

Air Quality √ √ √ √

Noise √ √ √ √

Flora √ √ √

Fauna √ √ √

Employment √ √ √

Aesthetic √ √ √

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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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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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

wastes

Used / spent oil from DG sets will be sold to registered recyclers.

Rainwater

harvesting

Adequate rainwater harvesting will be provided by means of recharge into

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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Safety Adequate safety measures complying with the occupational safety manuals

to prevent accidents / hazards to the maintenance workers.

Others The building will be provided energy efficient lighting & ventilation and

control of indoor environment.

Undertaking all necessary pollution control measures to maintain the

emissions to maintain and discharges within the prescribed / stipulated

limits.

Recreation facilities along with cafeteria for the employees


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CHAPTER 5

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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To ensure better environment in & around the project site, effective EMP is developed

separately for construction and operational phase.


Page 107

TABLE 5.1: Summary Matrix of Predicted Impacts & Mitigation Measures

S.

No

Environment

al

components

Potential

impacts

Potential source of

impact

Controls through

EMP & designImpact evaluation Parameters for Monitoring

1. Groundwater

Quality

Ground

water

contaminatio

n

Construction Phase

Waste water

generated from

Labor tents.

Spillage of

hazardous

construction

material such as

oil, paints, tar,

adhesive, sealants

etc. and

subsequent

leaching

Septic Tank,

Limited use of

hazardous material

Effective storage to

avoid spillage

Proper disposal, in

case of spillage, as

per Hazardous

Wastes (Managemen

tHandling and

Transboundary.

Movement) Rules, 2

No significant

impact as majority

of laborers would

be locally deployed.

If uncontrolled, the

impact would be

long term and

significant.

But, with effective

control, anticipated

impact is

insignificant.

No discharge hoses in

vicinity of watercourses.

Discharge norms for

effluents as given in consent

to operate by UP State

Pollution Control Board.

Log books, records of storage

and usage of hazardous

construction material


Page 108

016

Operation Phase

Sewage disposal

Maintenance

activity like repair,

paints which

involve hazardous

material such as

No sewage shall be

discharged into

water or land.

Waste water will be

discharged in to

onsite STP for

further treatment.

Limited use of

hazardous material

Effective storage to

avoid spillage

Proper disposal, in

case of spillage, as

per Hazardous and

Other Wastes

(Management and

Transboundary

No significant

negative impact on

ground water

quality envisaged.


vicinity of watercourses

Discharge norms for

effluents as given in consent

to operate by UP State



Page 109

oil, paints, tar,

adhesive, sealants

etc and subsequent

leaching

Movement) Rules,

2016.

2. Groundwater

Quantity

Ground

Water

Depletion

Construction Phase

Surface water

through private

tankers.

Rain water

collection in

temporary pits along

the low lying areas

of slope.

Surface water

through private

tankers.

No significant

impact on ground

water quantity

envisaged.

Record of water tanker

receipts

Visual inspection of

temporary storm water

collections pits

Operation Phase

Water would be

sourced from

Municipal water

supply.

Storm water

collection for Water

Harvesting

Ensure drainage

system and specific

design measures are

RWH will help in

ground water

recharge.

Project lies in water

Records of proper operation

and maintenance of RHW

pits, especially pre and post

monsoon.



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working effectively.

Design to

incorporate existing

drainage pattern and

avoid disturbing the

same.

Awareness

Campaign for

reduced water use by

occupants.

safe region, as per

CGWB, 2009.

drainage and records thereof

3. Surface

Water Quality

Surface

water

contaminatio

n

Construction Phase

Discharge of the

runoff

Increased soil

erosion from

excavated site

Discharge of

wastewater

generated

Excavation during

dry season and

proper management

of excavated soils

Site barricading

Mobile toilets and

soak pits

Proper disposal of

waste water

Temporary and not

significant




temporary storm water

collections pits

Well managed &

maintained drainage

system


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Operational Phase

Discharges from the

project site will not

be made to any

surface water body.

During rainfall, the

runoff will be

guided into

rainwater harvesting

pits

Rainwater is

generally devoid of

any impurities and

can ensure good

quality water if

certain precautions

are taken described

in Chap 4.

Waste water will be

discharged into

onsite STP for the

treatment.

Not significant No discharge hoses in


Treated in onsite STP then

discharge into Municipal

sewer.

Records of proper

operation and maintenance

of RWH pits, especially

pre and post monsoon.


drainage and records

thereof.

4. Air

Environment

Dust

Emissions

Construction Phase

All heavy

construction

activities.

Dust suppression

through water

sprinkling using

water trucks,

handheld sprays and

automatic sprinkler

systems.

Not significant

because dust

generation will be

temporary and will

settle fast due to

dust suppression

techniques used.

Visual inspection for

minimizing dust emission at

site.

Vehicle logs

Absence of stockpiles or

open containers of dusty

material


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Vehicles

transporting loose

construction material

should be covered.

Use of wetjet will be

compulsory for

cutting & grinding

of stones.

Compaction of soil

during various

construction

activities.

Any dry, dusty

materials stored in

sealed containers or

under tarpaulin to

prevent from

blowing.

Contractors will be

responsible for

Construction logs

Inspection by contractors

for labour health and safety

precautions.

Records of any medical

conditions of workers, such

as asthma, that could be

aggravated due to dust

emissions.


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carrying the

construction waste

material to the

nearest dumping

site.

Vehicle trips to be

minimized to the

extent possible.

Tire washing at

entry and exit points

to prevent

transportation of soil

and dust, to and fro

from the site.

Workers involved in

loading, unloading

of construction

material shall be

provided with mask

and other PPEs to


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prevent dust

inhalation.

On site primary

medical facilities

will be provided to

labours.

Green cover will be

developed around

the site using large

trees. Selection of

trees will be a

subject to soil

quality.

Emissions of

PM, SO2,

NO2 and CO

Construction Phase

Operation of

construction

equipment and

vehicles during site

development.

Rapid on site

construction

PUC certified

vehicles

Use of Improved

equipments and

Temporary and not

significant

Random checks of

equipment/ vehicles logs/

manuals

The ambient air quality

shall conform to the

standards for PM10, PM2.5,


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maintenance of

equipments to be

operated at site.

Ambient air quality

within the premises

to be monitored.

SO2, NOx

Construction Phase

Indoor air quality/

contamination

Recovery, isolation

and ventilation of

spaces, especially

when using any

toxic materials or

creating exhaust

fumes.

Protection of stored

on-site and installed

absorptive materials

from moisture

damage.

Ensuring a clean job

site to control

Temporary and

insignificant with

good housekeeping

practices

Maintenance of Logs/

manual for storage and use

of VOC and formaldehyde

products

Employment of

housekeeping staff during

construction


Page 116

potential

contaminants such

as dirt, dust and

debris.

Cleaning up spills,

and keeping work

areas dry.

Avoid finish

materials with high

VOC and

formaldehyde levels

Operation Phase

Power generation

through D.G. Set

Operation.

Emissions from

vehicular traffic.

Emissions from

nearby industrial

areas

Use of low Sulphur

diesel, if available.

Stacks will be

provided of adequate

height (as per

MoEF norms)

Stack emissions

from DG set to be

monitored.

Not significant as

D.G. Set would be

used as power back-

up only.

Vehicle logs to be

maintained

Stack monitoring records to

be maintained.

The ambient air quality will

conform to the standards for

PM10, PM2.5, SO2 and NOx

as given by MP state



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Exhaust from

vehicles to be

minimized by use of

fuel efficient

vehicles and well

maintained vehicles

having PUC

certificate.

Green belt to be

provided with dust

absorbing species to

help reduce PM

levels.

Walking tracks to

reduce the use of

vehicle within

premises.

Ambient air quality

within the premises

of the proposed unit


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to be monitored.

Operation Phase

Indoor air quality/

contamination

Perform a building

flush out before

occupancy.

Contaminants such

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

Temporary and

insignificant with

good housekeeping

practices

Monitoring of indoor air

contaminants such as CO,

CO2 and VOCs.

5. Noise

Environment

Noise

emissions

Construction Phase

Operation of

construction

List of all noise

generating

machinery onsite Significant and

Equipment logs,

manuals, noise reading.


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equipment and

vehicles during site

development.

along with age to be

prepared.

Equipments to be

maintained in good

working order and

operated within

specified design

parameters.

Generation of

vehicular noise

Night time working

to be minimized

Implement good

working practices

(equipment selection

and siting) to

minimize noise and

also reduce its

impacts on human

health (ear muffs,

temporary Working hour records

Maintenance records of

vehicles

Site working practices

records, noise reading

Mufflers/ enclosures in

place

Noise reading

Vehicle logs


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safe distances, and

enclosures).

Acoustic mufflers/

enclosures/ anti-

vibration pads to be

provided in D.G Sets

and large engines

Noise to be

monitored in

ambient air within

the premises.

Vehicle trip to be

minimized to the

extent possible.

Use of PPE such as

ear muffs to onsite

workers

Job rotation, if

necessary


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Operation Phase

Noise from

vehicular

movement.

Noise from D.G.

sets operation

Noise from nearby

industrial areas

Peripheral plantations

to act as noise

barriers.

Providing acoustic

enclosures and anti-

vibration pads for

D.G. Set

Generation of

vehicular noise

Vehicle trips to be

minimized to the

extent possible.

DG set are to be

provided within

acoustic enclosures

with height of

chimney as specified

by MoEF.

Not significant

Short-term

exposure within

permissible limit.

Maintain record of

operations

Maintain record of vehicles


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6. Land

Environment

Change in

land Use

As per Allahabad

Master Plan, 2021,

the proposed land use

is residential.

- Positive Impact -

Leveling and

Demolition

work

Topography around

the proposed project

is almost plain, so

will not be affected

during the

construction and post

construction phase

- Positive Impact -

Soil Erosion Construction Phase

Excavation of top

soil

Loosening of soil

due to movement

of heavy vehicles

and/or other

construction

activity.

Excavated top soil

should be covered

with tarpaulin sheets

or filled cement bags

around the soil and

by site barricading.

Minimize area extent

of site clearance, by

staying within the

Low and

insignificant

Site inspection to assure

proper storage of excavated

soil

Records of usage of

excavated top soil within

premises.

Records of trees planted


Page 123

defined boundaries.

Creating temporary

dug pits at the

drainage slope of

project site to collect

loose soil along with

run off storm water

Tire washing at

entry and exit points

to prevent

transportation of soil

to and fro from the

site.

Initiation of

plantation to bind

soil

Operation Phase

Erosion of soil

during rainfall

Topography around

Plantation of soil

binding species

Turf/ grass lawn

maintenance

Positive impact Records of trees/ shrubs/

grasses planted

Records of proper

operation and maintenance


Page 124

the proposed

project is almost

plain, so no impact.

RWH pits (with

desilting chamber)

to collect washed

away soil along with

run off

Use of the recovered

soil from desilting

chamber, will be

disposed off along

with municipal solid

waste by hired

agency.

of RWH pits, especially pre

and post monsoon.

Soil

contaminatio

n

Waste

Management

(prior to site

clearance)

Construction Phase

Disposal of

construction debris

and other waste.

Protection of

excavated top soil.

Construction waste/

debris will be

collected and

suitably used on site

as per construction

waste management

plan.

Preventing oil

Impact will be

local, as any

waste generated

will be reused for

construction

activities.

Spillage shall be

avoided, and in

Effective cover in place.

Site boundaries not

extended/ breached as per

plan document.

Comprehensive waste

management plan in place

and available for inspection

on-site.


Page 125

spillage from D.G

Sets, heavy vehicles

or construction

equipments by

proper upkeep and

maintenance of

machinery.

Proper storage of oil,

paints, varnishes,

sealants, adhesives

etc. to prevent

spillage.

Implement waste

management plan

that identifies and

characterizes every

waste associated

with proposed

activities and which

identifies the

case of spillage, it

shall be disposed

as per Hazardous

and Other Wastes

Management

And

Transboundary

Movement) Rules,

2016.

Not significant.

Compliance with Municipal

Solid Wastes (Management

and Handling Rules), 2016

and Hazardous and Other

Wastes (Management and

Transboundary Movement)

Rules, 2016.


Page 126

procedures for

collection, handling,

and disposal of each

waste arising.

Operation Phase

Dumping of

municipal solid

waste on land.

Handling of waste

oil from D.G. Set.

Operation,

renovation or

repair activities

using paints,

varnishes, primers,

repair or road (tar,

bitumen), batteries

waste etc

Solid waste from site

will be collected on

a daily basis and

managed as per

MSW Rule.

Waste oil generated

will be sold to

authorized recyclers

Hazardous waste

shall be disposed as

per Hazardous and

Other Wastes

(Management and

Transboundary

Movement) Rules,

Not Significant

Negligible impact

Inspection of the operator

handling the waste.

Compliance with Municipal

Solid Wastes (Management

and Handling Rules), 2016

and Hazardous and Other

Wastes (Management and

Transboundary Movement)

Rules, 2016


Page 127

2016

7. Biological

Environment

No impact as

the land was

barren before

construction.

Construction Phase

_ _ No impact

Increase of

Green Cover

Increase in

avian fauna,

butterflies

etc, hence

pollination

Operation Phase

Plantations along

the periphery of

the complex.

Green belt

development

including both

regional and

ornamental species

Plantations of

species that are

native to the area,

fast growing and

with good canopy

cover.

Minimization of turf

area and increase of

vegetative area.

Beneficial impact Inspection of the

environment management

cell.

Selected plants will be

grown as per normal

horticulture practice

Adequate provisions for

water and protection of the

saplings.

8. Socio -

Economic

Environment

Labour

activity

Construction Phase

Discussed in detail

in Table 5.2

Discussed in detail

in Table 5.2


Page 128

Socio-

economic

Condition

Construction Phase

Employment

opportunities for

labourers

Skilled, semi-skilled

and unskilled labour

will get employment

Improvement in

their social

conditions

Beneficial impact

Operation Phase

Employment

opportunities for

local vendors,

hawkers

Boost to local

market for

increased demand

in goods of daily

need.

Labourer shall get

employment due to

Operation,

renovation or repair

Project will provide

employment

opportunities.

Improvement in

their social

conditions

Beneficial impact


Page 129

activities

9. Traffic

Pattern

Increase of

Vehicular

traffic

Construction Phase

Heavy vehicular

movement during

construction.

Heavy vehicular

movement will be

restricted to daytime

only and adequate

parking facility will

be provided.

No negative impact


vehicles.

Vehicle logs.

Operation Phase

Increased traffic

from the proposed

project.

Vehicular movement

will be regulated

inside the site

Adequate parking

space provided.

Moderate negative

impact


vehicles.

Vehicle logs

10. Energy Energy

Usage

Operation Phase

High energy

consuming fixures

and construction

material

Energy usage for air-

conditioning and

other activities to be

minimized.

Conduct annual

energy audit for the

Beneficial impact Finding of energy audit

report.


Page 130

buildings

Provided energy

efficient lighting &

ventilation and

control of indoor

environment.

11. Fire Fighting Emergency

preparedness

, such as fire

fighting

Operation Phase

Malfunctioning of

electrical

appliances, leakage

in diesel storage

tanks and other

operational

activities.

Fire protection and

safety measures to

take care of, fire and

explosion hazards to

be assessed and

steps taken for their

prevention.

Beneficial impact Mock drill records, on site

emergency plan, evacuation

plan

Monitoring of fire protection

facilities (fire detectors, fire

alarm, fire-fighting system)

12. Site

Management

Environment

Management

Cell

Construction Phase

Environmental

Monitoring

Management and

decision making of

environmental

The environmental

Management Cell/

Unit is to set up to

ensure

implementation and

monitoring of

Beneficial impact A formal letter from the

management indicating

formation of Environment

Management Cell


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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

Physical Hazards Adverse weather

Bad housekeeping

Temporary Labour camps or shelter and facilities near camps

Good Work Layout, Proper Lighting and Ventilation, Display and Dos

issues environmental

safeguards

Operation Phase

Environmental

Monitoring

Management and

decision making of

environmental

issues

The environmental

Management Cell/

Unit is to set up to

ensure

implementation and

monitoring of

environmental

safeguards

Beneficial impact A formal letter from the

management indicating

formation of Environment

Management Cell


Page 132

Contact with hot/cold

surfaces (welding and

cutting)

Slips/Trip or Fall from

height (steel erection

bolting, fitting up and

plumbing up, work over

water and some deep

excavation work)

Lighting etc.

Trenching and Excavation

and Don’ts

Insulation, Guarding and Physical barriers, Signs or caution boards, Dos

and Don’ts

Screening, Work Permit, Edge Protection, Safety lines/Harnesses, Safe

means of access, Egress (e.g. scaffolding), Netting, Signs or caution

boards, and Dos and Don’ts etc.

Fall protection in the form of guard rails and toe rails, ladders (extend a

minimum of 1.8 m above the landing surface) and stairs, safety monitoring

system.

Working surfaces must be kept dry to prevent slips and falls and to reduce

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


Page 133

encumbrances. 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

Mechanical lifting

operations, Manual

Handling

Moving vehicles (Eg.

Cranes)

Periodic Inspection of tools and tackles

Standard Operating Procedures for each and every machineries

Display of Bearing Capacity, Dos and Don’ts, Caution Board (Day and

Night)

Periodical mock drill and Use of Personal Protective Equipments (Burning

goggles, face shields, apron, welding helmets and gloves)

Electrical Hazards Use of electrical and

Electronic equipments

Avoid Live Working, Use competent Person

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/

Inflammable/Highly

Inflammable materials,

Electrical fire etc.

Segregation from sources of combustion, guarding special construction if

used in hazardous areas

Glow Sign Board for Fire Prone Areas,

ABC Type Fire Extinguishers, Trained Persons, Periodical Mock Drill


Page 134

Controlled storage, use and disposal (e.g. limit quantities held), Fire proof

storage, signs, No Smoking Zone, Emergency Plan

"No Smoking Policy", avoid or reduce; restrict smoking to designated 'low

risk' areas

Limit use of static generators in hazardous areas. Use of anti-static devices

Dos and Don’ts, Use of Personal Protective Equipments

Chemical hazards Chemical substances,

Corrosives (acids, alkalis), ,

Irritants

Identified storage of chemicals/Hazardous material, SOPs,

Dos and Don’ts etc.

Use personal protective equipment (PPE)

Biological hazards Biological Agents (micro-

organisms; pathogens,

mutagens, carcinogens),

Food Poisoning, Insects

bites, etc.

Anti-venom Injection, First Aid, etc.

Ergonomic Hazards (It

include repetitive and

forceful movements,

vibration, temperature

extremes, and awkward

Risk of injury to the

musculoskeletal system of

the worker.

Screening,

Display of bearing capacity,

Use of PPEs

Job Rotation,

Dos and Don’ts etc.


Page 135

postures that arise from

improper work methods

and improperly

designed workstations,

tools, and equipment)


Page 136

5.3 Green Belt Plan

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


Page 137

The selection of plant species for the development depends on various factors such as climate,

elevation and soil. The selection of the trees is based on their phenology (thus road side trees will

not have leaf fall during summer and rainy seasons when shade is most needed).

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.


Page 138

2 Maximization of use of natural lighting and achieve minimum glazing factor through building

design.

3 Passive solar cooling, utilizing building shading through overhangs.

4 Ensure that building envelope measures (Solar Heat Gain Coefficient (SHGC), Window

Glazing U-value, and Overall Roof Assembly U-value) meet the baseline criteria of

ECBC/IGBC/GRIHA.

5 Ensure that the interior, exterior, common and parking area lightening power densities (LPD)

meet the baseline values through ‘building area method’ (Ref ECBC)

6 Design the building to eliminate or minimize tobacco smoke pollution in common/public

areas

7 Strategies include building orientation towards the north, appropriately designed windows to

ensure day lightening, double height roof, etc.

8. Design of openable areas (doors or windows), in all regularly occupied spaces of each

dwelling unit providing adequate air ventilation.

9. Design of exhaust systems in kitchen and bathrooms providing adequate fresh air ventilation.

10. Adequate cross ventilation in design

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


Page 139

For the effective and consistent functioning of the proposed housing complex an Environmental

Management System (EMS) shall be established at the site. The EMS shall include the following:

An Environmental Management Cell (EMC)

Environmental Monitoring – Personnel Training

Regular Environmental Audits and Corrective Action

Documentation

Standard Operating Procedures, Environmental Plans and other records.

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.


Page 140

2. Arrange periodical monitoring of air pollution, noise pollution.

3. Maintenance of roads, gardens, roadside plantations and aesthetic development along

roadsides and parks.

4. Checking of Fire fighting arrangements and first-aid boxes.

5. Checking of security arrangements.

6. Maintenance of records of power consumption for lifts, pump house, street lighting and for

other common services.

7. Keep records of expenditure on maintenance of lifts, parks, sub-station equipments

including replacement of bulbs and tubes for street lighting and common area.

8. Take immediate action in case of emergency arising due to accident, fire, gas leakage or

any natural disaster.

9. Updating of Emergency Action Plan.

10. Disaster Management Plan

11. Corporate Social Responsibility Scheme

Manager or EnvironmentOverall responsibility of buildingSecretary


Page 141

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.


Page 142

(b) Horticulturist

Will be responsible for maintenance of garden and lawn. He will report to EHS Manager.

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

monitored

Frequency


Page 143

Ambient Air

Quality

1 samples covering

whole site

PM10, PM2.5, SO2,

NOx

Twice a year as per MoEF

requirement.

Ambient Noise +

DG Set noise

1 samples covering

whole site

Day and Night

equivalent noise level


requirement.

Groundwater At least one location IS:10500 (drinking

water standards)

Twice a year as per

MoEFrequirement.

Soil 1 sample (composite) As per standards Twice a year as per MoEF

requirement.

DG set

emissions

DG stacks PM, SO2, NO2, H/C Twice a year as per

MoEF requirement.

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

Source Monitoring Location Parameters to be

monitored

Frequency

DG set

emissions

DG stacks PM, SO2, NO2,

H/C


requirement.

DG set noise At 0.5 m distance from

enclosure

Noise level Twice a year as per MoEF

requirement.

Ambient Air

Quality

At 1 location PM10, PM2.5, SO2,

NO2


requirement.

Ambient

Noise

At 1 location Day and night

equivalent noise

level


requirement.

5.8 Awareness and Training


Page 144

Training and human resource development is an important link to achieve sustainable operation of

the facility and environmental management. For successful functioning of the project, relevant

EMP shall be communicated to the following groups of people.

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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5.9.2 Maintenance of Proposed Project

1. The dedicated team shall be deployed for upkeep and maintenance of group housing.

2. The project maintenance cell shall be situated near main gate in the main receiving station

group housing. It shall be managed by 24 hours.

3. The security of the project will be assigned to a private security agency. Entrances shall be

guarded by security guards for 24 hours, if in use.

4. The power consumption for lifts, pump house, street lighting and other common services shall

be separately metered and charged to the occupants on monthly basis.

5. Expenditure on maintenance of lift, parks and substation equipment including replacement of

bulbs and tubes for street lighting and common area will also be charged to the occupants.

6. Services like collection and disposal of garbage, sweeping of area, maintenance of drains and

sewer lines shall be assigned to expert agencies and would be charged to the occupants.

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(Rs in Lac)

Recurring Cost(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


Page 146

S.No. Particulars Rate Amount(Rs in Lac)

1. Environment Manager (Part Time) (10000 x 12months) 1.2

2. Secretary(Part Time) 2(10000 x 12months) 2.4

3. Supervisor (15000 x 12months) 1.8

4. STP Incharge(One Incharge & One Operator)

(15000 x 12months + 10000 x12months)

3.0

5. Horticulturist(3 Persons) (15000 x 12months)+2 (10000 x 12months)

4.20

6. MSW Management staff(4 persons)

(15000 x 12months)+3 (10000 x 12months)

5.4

7 Environmental Monitoring - 2.0

Total 20 lacs

Table 5.7: Environmental Compliance Monitoring Costs during Construction Phase

S.

No.

Particulars Parameters No. of

stations

Frequency Approx. cost

/Annum (Rs.)

Core Zone

1. Ambient Air

Monitoring

PM2.5, PM10, SO2,&

NO2

1 24 hour sample twice a

year

20,000

2. Water

Quality

Monitoring

Ground water (As

per IS:10500

Drinking Water

Specifications)

1 twice a year 18,000

Surface Water (As

per CPCB norms)


3. Noise Level

Monitoring

24 Hrs. Noise Level

(CPCB Standards)



Page 147

4. Soil Test pH, Colour, Texture,

Bulk Density,

Organic matter,

NPK, Alkalinity,

Acidity, heavy

metals, Alkalinity,

Porosity,

Permeability &

WHC.


6. Miscellaneous 10,000

Total Cost Rs. 80,000

Table -5.8: Environmental Compliance Monitoring Costs during Operation Phase

S.No.

Particulars Parameters No. of sample Frequency Aprox. cost/Annum (Rs.)

1. Ambient AirMonitoring

PM2.5, PM10, SO2,& NO2 3 samples

covering wholesite

Pre-monsoon&

Post monsoon

30,000

2. Water QualityMonitoring

As per IS:10500 DrinkingWater Specifications

At least twolocation

Pre-monsoon&

Post monsoon

20,000

3. Noise LevelMonitoring

24 Hrs. Noise Level (CPCBStandards)

3 samplescovering whole

site

Pre-monsoon&

Post monsoon

10,000

4. Soil Test pH, Colour, Texture, BulkDensity, Organic matter,NPK, Alkalinity, Acidity,heavy metals, Alkalinity,Porosity, Permeability &

WHC.

1 sample(composite)

Pre-monsoon&

Post monsoon

10,000

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


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emission &Post monsoon

6. TreatedEffluent

Monitoring

pH, BOD, COD, Oil, Grease& Total Suspended solids

Daily 80,000

7. Miscellaneous 10,000

Total Cost Rs. 1,80000


Page 149

CHAPTER 6

PROJECTS BENEFITS

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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6.3 Landscaped area

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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6.7 Additional Revenues for District Government:

The development of land for any purpose creates both an immediate demand for services and a flow

of revenues to the community from a variety of sources e.g. property tax, licenses and permits fee

etc.

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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CHAPTER-7

DISASTER MANAGEMENT

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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Lightning

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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5. To get help from the local community and government officials to supplement internal

manpower and resources.

6. To minimize the damage in other sections.

7. To keep the required emergency equipment in stock at right places and ensure that they are in

working condition.

8. To keep the concerned personnel fully trained in the use of emergency equipment.

9. To give immediate warning to the surrounding localities in case of an emergency situation

arising.

10. To mobilize transport and medical treatment of the injured.

11. To educate the public in the surrounding places regarding hazards.

12. To arrange for rescue and treatment of casualties.

13. To safe guard the residents

14. To identify the causalities and communicate to relatives, to render necessary help to concerned.

15. To provide information to media & government agencies

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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Important Information

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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A Disaster Management Plan (DMP) is formulated for better and safe management. The DMP will

include the following elements:

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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The site main controller will be chosen from the senior management of the works with general

responsibility of directing operations from the emergency control center after relieving the site

incident controller of the responsibility for overall control.

The specific responsibilities of the site main controller include:

To decide (if not decided already) whether a major emergency exists or is likely,

requiring the emergency services and the off-site emergency plan;

Continually to review and assess possible developments to determine the most probable

course of events;

To ensure that casualties are receiving adequate attention;

To liaise with Chief Officers of the fire and Police services.

To arrange for a log of the emergency to be maintained;

To issue authorized statements to the news media;

To control rehabilitation of affected areas after the emergency.

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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3. Effect the rescue and medical treatment of casualties

4. Safeguard other people

5. Evacuate people to safe areas

6. Informing and collaborating with statutory authorities

7. Initially contain and ultimately bring the incident control

Preserve relevant records and equipment for the subsequent enquiry into the cause and

circumstances of the emergency

8. Investigate and take steps to prevent reoccurrence

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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Fire Fighting Services

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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On hearing the fire alarm reach the site of accident.

Cordon the area of Fire (Building involved in Fire) as some miscreants tries to steal the

material.

Do not allow to crowd the persons who are not the members of Fire Frightening /Salvage /

Rescue party

Keep vigil on all persons assembled at the site.

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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• Emergency controller informs the people of likely affected area to leave the area and move to

other area, if necessary

• Controls the traffic and law and order

• Arranges medical aid and for the affected people

• Emergency controller arranges inspection of affected area to get the firsthand knowledge of

damages occurred.

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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proposed to develop a group housing with wide roads, large open areas, basic amenities with self-

sufficient civic amenities like wastewater collection and disposed properly along with proper solid

waste management system and water harvesting system, all conforming to the prevailing

government norms and regulations.

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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DISCLOSURE OF THE CONSULTANT

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

their Accreditation Status

ENV DAS India Pvt. Ltd.

QCI Accredited for Category A Projects

EIA Coordinator

Name:

Signature and date

Contact Information

Mr. B. M. Agrawal

9415017320

Empanelled/In-house Functional Area Expert Signature/Remark

Empanelled/In-house Functional Area Expert

Air pollution

Water Pollution

Mrs. Tushali Jagwani



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Socio-Economy

Soil Conservation

Ecology-Biodiversity

Hydrology and Ground water

Noise and Vibration

Land use

Solid Waste

Mr. Akhil Prasad (Expert-IH)

Asha George(Expert-IH)

Dr. Bajrang Singh (Expert-IH)

Dr. Bajrang Singh (Expert-IH)

Mr. B. M. Agrawal (Expert-IH)

Mr. Manoj Kumar Mishra (Expert-

Empanelled )

Mr. B. M. Agrawal (Expert-IH)

Dr. Ritu Pandey (Expert-IH)


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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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.I also confirm that the data presented are factually correct. I shall

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)

Documents

Environment Clearance of Construction of Proposed “Yamuna