being developed byenvironmentclearance.nic.in/writereaddata/formb/tor/pfr/...conceptual plan -...

Conceptual Plan For

Proposed Multistory Building , Row Housing & Commercial Spaces

At Gram- Aurangabad Khalsa , Tehsil & Dist. - Lucknow

Total Plot Area = 50791.0 m2 Total Built Up Area = 81369.62 m2

Schedule 8(a); Cat.B2

Being Developed By

Environmental Consultant

Sawen Consultancy Services Pvt. Ltd. 417 A & B, Sahara Shopping Center,

Faizabad road, Lucknow-226016 QCI-NABET Accreditation S.No.123 (Dec’ 16) Telefax: 522-2341312; Mobile: 7379444471-73

Email: [email protected] Website: www.sawenconsultancyservices.com

Lucknow Nagar Nigam

mailto:[email protected]

http://www.sawenconsultancyservices.com/

Conceptual Plan - Multistory Building, Row Houses & Commercial Space at Gram- Aurangabad Khalsa, Tehsil & Dist.- Lucknow, Uttar Pradesh

Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 2

LIST OF CONTENTS

Chapter

No.

List of Chapters Page No.

Executive Summary 4-5

1 Introduction 6-11

2 Project Description 12-18

3 Site Analysis 19-24

4 Project Planning 25-27

5 Proposed Infrastructure 28-29

6 Present Environmental Scenario 30

7 Environment Management Plan 31-42

8 Emergency Preparedness Plan 43-46

9 Analysis Of Proposal (Final Recommendations) 47-48

10 Disclosure Of Consultant 49-52

LIST OF FIGURES

Figure

No.

List of Figures Page No.

1 Construction work process flow chart 14

2 Water Balance Diagram 32

3 Process Flow For Sewage Treatment Plant 33

4 Schematic Of Sewage Treatment Plant 34

5 Rain Water Harvesting 36



LIST OF TABLES

Table No. List of Tables Page No.

1 Capital expenditure 13

2 Recurring expenditure 13

3 Khasra Details 25

4 Land uses at project site 25-26

5 Plotted Population Break Up 26

6 Parking Details 28

7 Water Use Calculations 31

8 Quantum of rainwater available for harvest 37

9 Municipal Solid Waste generation 38

10 Waste Generated from Floating Population 38

11 Details/ Distribution of Tree Plantation 39

12 Environment Monitoring Plan 41-42



EXECUTIVE SUMMARY

This document presents the findings of the Environmental Pre Feasibility of the construction

of proposed group housing and Commercial Space, which provide HIG Flats, LIG Units, EWS

Unit , commercial facilities, community blocks and well developed green area with developed

road area. The project is proposed at gram- Aurangabad, Dist.- Lucknow, Uttar Pradesh.

being developed by Lucknow Nagar Nigam. SAWEN Consultancy Services Pvt. Ltd.,

Lucknow was contracted by LMC to secure Environment Clearance from MoEF/ SLEAC and

No Objection Certificate (NOC) from Uttar Pradesh Pollution Control Board (UPPCB) for the

proposed project.

The proposed Multistory Building & Commercial Space is providing the residential

facilities proposed LMC, having total plot area of 50971.0 m2. The project provides well

furnished and comfortable flats with adequate green belt development to create the proper

and sustainable environment. Parking facilities shall be appropriately provisioned by

developing open Parking within the proposed project. The project provides greenery and

open spaces, thereby making available more area defining the quality of work environment.

The land is having total built up area of 81369.0 m2, the proposed site for the residential

project will be easily accessible by Road No.-1 and Amar Shaheed Path , also well connected

to various places, through national highways, rail links, bus ways and telecommunication.

The estimated cost of the project will be 291.25 Crore. The Uttar Pradesh State Electricity

Board will provide necessary expected demand load to meet the power requirement of the

proposed group housing. During power failure 02 no. DG Set of 300 KVA & 400 KVA each

shall be provisioned.

The development will also have green area and the other facilities required for residential

projects. Appropriate fire fighting measures including entry and exit way marking signs,

emergency lights, ventilation, essential emergency electrical services and stationary fire

pump (jockey) shall be provided for the proposed project.

In the layout, some area has been reserved for landscaping and a vision to create a buffer to

help in creation of calm, serene and cool environment for institute and act as buffer between

the building area and the adjoining traffic routes. Green belt planning on 7630.0 m2 will be

provided with ecological perspectives for the proposed project taking into consideration of

urban biodiversity and native species.

The water with overall requirement of 320.0 KLD shall be managed by 02 no. of Bore wells.

Noise level shall be maintained by providing acoustic enclosures in DG sets and traffic norms

will be followed within the residential building project.

300 KLD Sewage Treatment Plant shall be installed for the treatment of waste water

generated from domestic requirement of the proposed residential building. Within the

proposed project, Stack Height of 5.2 m shall be provided above the tallest building.



Natural slope of the area will be retained and will be graded to fall towards the roads or

drain paths and storm water will be made to percolate to 08 nos. of recharge pit proposed

for ground water recharge. For traffic noise, plantation along the traffic route shall be

provided to act as a noise barrier.

It has been roughly estimated that of 2268.0 Kg/day of municipal waste generated from the

residential building. Required Parking for the residents and floating population is fulfilled by

open parking facilities within the proposed group housing and commercial spaces.



CHAPTER 1: INTRODUCTION

Housing is a basic human requirement of any civilized society. With the growth of urbanization, cities have been expanding alarmingly in the last few decades, which have resulted in haphazard growth of urban areas as well as acute housing shortage. Uttar Pradesh Housing and Urban Planning Department was established to ensure planned development of urban areas and create an enabling environment to provide comfortable housing. The multiplicity of urban laws has always been a nightmare for the urban populace. Rapid Urbanization is an intrinsic part of the development process. One of the major challenges before the nation is to provide planned neat urban settlements with adequate greenery and open spaces rather than unplanned haphazard and polluted slum like urban settlements. The quality of the urban centre determines the quality of life of the inhabitant. Planning of a new urban centre therefore is of utmost importance for defining the quality of life. The proposed Multistory Building, Row Hoses & Commercial Spaces at Gram-

Aurangabad , Tehsil -Lucknow, District- Lucknow is comprises of following units:

HIG Units , MIG Units, LIG Units, EWS Units, Row Houses, Community Centre And Shops.

1.1 ENVIRONMENTAL CONCERNS OF BUILDING & CONSTRUCTION PROJECT

Building account for about a third of energy consumption world-wide and with

commercial/residential buildings contributing slightly more than half of that percentage. From

1980 to 2006, total building energy consumption worldwide has increased more than 46%

whether such growth rates will continue in the future is uncertain. Use of water by buildings

worldwide has grown significantly between 1985 and 2005. Such increases in water use are

occurring in the context of stresses to the water supply caused by recent droughts and

growing concerns about drying trends in the climates of Indian Subcontinent.

1.2 LOCATION:

The proposed construction of Multistory Building and commercial Spaces at Gram-

Aurangabad , Tehsil – Lucknow, Uttar Pradesh.

Demographics:

The population of Lucknow Urban Agglomeration (LUA) rose above one million in 1981

while the 2001 census estimated it had risen to 2.24 million. This included about 60,000

people in the Lucknow Cantonment and the 2.18 million in Lucknow city and represented an

increase of 34.53 percent over the 1991 figure.

As reported by the Census of India 2011 Lucknow city had a population of 2,815,601 of which

1,470,133 were men and 1,345,468 women. This was an increase of 25.36 percent compared

to the 2001 figures.

https://en.wikipedia.org/wiki/Demographics_of_India



Between 1991 and 2001 the district population registered growth of 32.03 percent,

significantly lower than the 37.14 percent which was registered between 1981 and 1991.The

initial provisional data for the district suggests a population density of 1,815 per km2 in 2011

compared to 1,443 in 2001. Although the total area covered by the Lucknow district is only

about 2,528 square kilometers (976 sq mi), the population density was much above that of

the 690 persons per km2 recorded at state level. Over 36.37 percent of the total population

resides in rural areas leaving barely around 63.3 percent composed of urbanites.

These were, however, high figures when compared to the state as whole, where urban

population only constituted around 21% of the total population. The sex ratio in Lucknow

city stood at 915 females per 1000 males in 2011 compared to 2001 census figure of 888. The

average national sex ratio in India is 940 according to the Census 2011 Directorate.

Decadal Growth of Urban Agglomeration & Lucknow Municipal Corporation (1951-2021) Lucknow Urban Agglomeration Lucknow Municipal Corporation Lucknow Cantonment

Year Population Decadal Growth

Growth Rate %

Population Decadal Growth

Growth Rate %

Population Decadal Growth

Growth Rate %

1981 1007604 193622 23.79 947990 173346 22.38 59614 20276 51.54 1991 1669204 661600 65.66 1619116 671125 70.79 50089 -9525 -15.98 2001 2245509 576305 34.53 2185927 566811 35 59582 9493 18.95 2011* 3226000 980491 43.66 3166000 980073 44.84 60000 418 0.70 2021* 4500000 1274000 39.49 4440000 1274000 40.24 60000 0 0

Source: Master Plan: 2021; * Projected Population

1.3 IDENTIFICATION OF PROJECT AND PROPONENT

The proposed construction of group housing being developed by Lucknow Nagar Nigam, at

Gram- Aurangabad, Tehsil & Dist.- Lucknow, Uttar Pradesh.

As per the EIA Notification, 2006, the project having built up area more than 20,000 m2

requires Environmental Clearance from SEIAA , but as per Water Act, 1974 & Air Act, 1981

every project required consent to establishment (NOC) from the respective State Pollution

Control Board, before commencement of project.

The proposed project is having Built up area 59699.40 m2 which is > 20000.0 m2 hence

the project requires environmental clearance from SEIAA under schedule 8 (a), Cat. B2 &

also falls under the preview of NOC from the UPPCB as per EIA Notification 2006.

1.5 BRIEF DESCRIPTION OF NATURE OF THE PROJECT

The project has been provisioned to serve the purpose of mitigating the residential problem

of the Lucknow city. The basic concept of the project is as:

Quality based resident units

Spacious Commercial Shops

Good environment

High quality infrastructure development

Employment opportunities at one place

Well planed connectivity emphasizing the walk to work concept.



The main purposes of the Plan are:

1. To develop a luxury flats furnished with all modern facility of group housing such as

amenity block , surface, basement and stilt parking facility, proper greenery etc.

2. To create an environment that could support the culture of good standard of living by

collocating essential facilities required for day to day living.

3. To meet the growing demands of housing in Lucknow in an environmentally

sustainable manner’

4. To enhance the surrounding with greenery, landscaping and recommended aesthetics;

5. To emphasize the policy of afforestation and rain water harvesting to create a better

microclimate in the area.

6. To create a healthy environment for living.

7. To promote planned integrated development of towns & cities. The components of

assistance under the scheme include all urban infrastructural development.

8. Improved infrastructural facilities and help create durable public assets and quality

oriented services in cities and towns.

The main objective of the project is as follows:

1. To promote a healthy relationship between urban development and environment

particularly emphasizing on effective and planned space utilization.

2. Reinforcement of natural infrastructure;

3. Conservation of resources;

4. Development of a monitored landscape management program.

5. Developed the well developed infrastructure facilities like water supply, sewerage,

community centre.

The proposed development will cover rapid and time bound urban infrastructure

construction, improvement & maintenance of ecological features. This land is needed to be

developed for residential purpose with provision of all basic amenities and facilities for

creation of quality spaces to the public assets.

1.5 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE REGION

As the Lucknow dist. is one of the developing district of Uttar Pradesh and many people from

nearby areas come for their settlements which develop the continuous demands of flats, in the

city. The proposed group housing will provide luxurious flats of 2 BHK , 3 BHK , EWS Flats , LIG

Flats with amenities facility within the housing. Well developed greenery in the surrounding

of the flats and appropriate parking facilities provide to the residents and visitors. As a result,

it may help to increase the economic growth of the city.

1.6 SITE SELECTION FOR PROPOSED PROJECT AND ITS APPROVAL

The site is strategic for developing modern developed and luxurious group housing at Village –

Aurangabad, Tehsil & District- Lucknow, U.P.

1.7 LAND USE- WITH REFERENCE TO PROPOSED LOCATION



The site is plane vacant land of Gram- Aurangabad, which is approachable through Amar Shaheed

Path & Road no.-1 from project site.

1.8 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE PROJECT

The proposed development of project will provide better residential facility to the

residents. The benefit of developing group housing is related to the direct employment to the

people associated with the construction. It provides employment to skilled and unskilled

laborers during construction 150 nos. of labors are working for the project. Additional

employment opportunities will lead to a rise in the income and improve employment opportunities

for nearby population and their standard of living from the regions of Aurangabad Khalsa,

BarauliKhalilabad, Barauna, Devamau, Gusval kala, Mujaffar Nagar, Ghusval etc . The proposed

facility will also generate jobs for the women labourers during construction phase. This will

considerably reduce their travel time in any employment and therefore enable them to attend the

childrens and their nutritional demands with house hold chores.

1.9 ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT:

1. The Water (Prevention and Control of Pollution) Act, 1974

a. The Water (Prevention and Control of Pollution) Rules, 1975 - Schedules

b. Central Board for the Prevention and Control of Water Pollution (Procedure for

Transaction of Business) Rules, 1975

c. The Water (Prevention and Control of Pollution) CESS Act, 1977

d. The Water (Prevention and Control of Pollution) Cess (Amendment) Act, 2003

2. The Air (Prevention and Control of Pollution) Act, 1981

a. The Air (Prevention and Control of Pollution) Rules, 1982 and Schedules

b. The Air (Prevention and Control of Pollution) (Union Territories) Rules, 1983

3. The Environment (Protection) Act, 1986

a. The Environment (Protection) Rules, 1986 and Schedules

b. Environment (Protection) Third Amendment Rules, 2002

c. Rules for the Manufacture, Use, Import, Export and Storage of Hazardous Micro

Organisms Genetically Engineered Organisms or Cells, 1989

d. The Environment (Protection) (Second Amendment Rules), 1999 - Emission Standards

for New Generator Sets

4. Hazardous Wastes (Management and Handling) Rules, 1989

a. The Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989

b. Manufacture, Storage and Import of Hazardous Chemical (Amendment) Rules, 2000-

Draft Notification

c. Hazardous Wastes (Management, Handling & Transboundry Movement) Rules, 2010

5. Bio-Medical Waste (Management and Handling) Rules, 1998

a. Hazardous wastes (Management and handling) amendment rules 2000

b. Hazardous Wastes (Management and Handling) Amendment Rules, 2002

http://www.ceeraindia.org/documents/lib_c2s1_water_090300.htm

http://www.ceeraindia.org/documents/lib_c2s2_water75_090300.htm

http://www.ceeraindia.org/documents/lib_c2s2_CForms_090300.htm

http://www.ceeraindia.org/documents/lib_c2s3_CBoard_090300.htm



http://www.ceeraindia.org/documents/lib_c2s4_cessact77_090300.htm

http://www.ceeraindia.org/documents/water2003.htm

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http://www.ceeraindia.org/documents/lib_c2s7_airrules_090300.htm


http://www.ceeraindia.org/documents/lib_c2s9_env1986_090300.htm

http://www.ceeraindia.org/documents/lib_c2s11_env86_090300.htm

http://www.ceeraindia.org/documents/finalindustry.htm

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http://www.ceeraindia.org/documents/lib_c2s10_hazmgmt_090300.htm



http://www.ceeraindia.org/documents/generatorsets.htm

http://www.ceeraindia.org/documents/generatorsets.htm

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http://www.ceeraindia.org/documents/muncipal2002.htm



6. S.O.979 (E), [27/8/2003] - Amendments to S.O.763 (E) dates 14/9/1999

Dumping and disposal of fly ash discharged from coal or lignite based thermal

power plants on land

7. Municipal Solid Wastes (Management & Handling) Rules, 2000

8. Battery (Management and Handling) Rules, 2000.

9. The Noise Pollution (Regulation and Control) Rules, 2000

a. The Noise Pollution (Regulation and Control) Rules, May 2002

10. Re-cycled Plastics Manufacture and Usage Rules, 1999

a. Re-cycled Plastics Manufacture and Usage Amendment Rules, 2002

b. The Recycled Plastics Manufacture and Usage (Amendment) Rules, 2003

11. Ozone Depleting Substances (Regulation) Rules, 2000

12. The Indian Forest Act, 1927

a. The Forest (Conservation) Act, 1980

b. The Forest (Conservation) Rules, 1981

c. Guidelines for diversion of forest lands

d. Forest (Conservation) Rules, 2003

13. The Wild Life (Protection) Act, 1972 and Schedules

a. The Wild Life (Transactions and Taxidermy) Rules, 1973

b. The Wild Life (Stock Declaration) Central Rules, 1973

c. The Wild Life (Protection) Licensing (Additional Matters for Consideration) Rules, 1983

d. The Wild Life (Protection) Rules, 1995

e. The Wild Life (Specified Plants- Conditions for Possession by Licensee) Rules, 1995

f. Recognition of Zoo Rules 1992

g. The Circular Concerning Joint Forest Management

h. The Wild Life (Protection) Amendment Act, 2002

14. The Public Liability Insurance Act, 1991

a. The Public Liability Insurance Rules, 1991

15. The National Environmental Tribunal Act, 1995

a. The National Environment Appellate Authority Act, 1997

16. Provisions of Indian Penal Code

a. Provisions of Criminal Procedure Code

b. Provisions of Factories Act, 1948

17. No.59 of 1960- The Prevention of Cruelty to Animal Act, 1960

18. The Biological Diversity Act, 2002

a. Draft Biological Diversity Rules, 2003

b. 2-T Oil (Regulation of Supply and Distribution) Order, 1998

http://www.ceeraindia.org/documents/flyash2003.htm



http://www.ceeraindia.org/documents/Muncipalsoildwaste.htm

http://www.ceeraindia.org/documents/batteries.htm

http://www.ceeraindia.org/documents/noisepollutionoti.htm

http://www.ceeraindia.org/documents/noise2002.htm

http://www.ceeraindia.org/documents/recycledplasticrules1999.htm

http://www.ceeraindia.org/documents/plastic2002notification.htm

http://www.ceeraindia.org/documents/recycle2003.htm

http://www.ceeraindia.org/documents/ozone.htm

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http://www.ceeraindia.org/documents/lib_c4s6_wildlifestock_160300.htm

http://www.ceeraindia.org/documents/lib_c4s7_licensing_160300.htm

http://www.ceeraindia.org/documents/lib_c4s8_wlprotection_160300.htm

http://www.ceeraindia.org/documents/lib_c4s9_wildlifespe_160300.htm

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http://www.ceeraindia.org/documents/lib_c5s1_public_160300.htm

http://www.ceeraindia.org/documents/lib_c5s2_publia_160300.htm

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http://www.ceeraindia.org/documents/lib_c6s2_natapp_160300.htm

http://www.ceeraindia.org/documents/lib_c7s1_provi1_160300.htm

http://www.ceeraindia.org/documents/lib_c7s2_privi2_160300.htm

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http://www.ceeraindia.org/documents/animalact.htm

http://www.ceeraindia.org/documents/BIODIVACT2003.htm

http://www.ceeraindia.org/documents/mahiti/biorules2003.htm

http://www.ceeraindia.org/documents/2toil.htm



CHAPTER 2: PROJECT DESCRIPTION

2.1 PROJECT SUMMARY

The site proposed for construction of Multistory Building, Row Houses and Commercial Spaces

at Village – Aurangabad, Tehsil & District- Lucknow, U.P.

The details of the proposed Residential Flats are tabulated below:

Description Area in SQMT

Plot Area 50971.0

Built Up Area 81369.62

Permissible FAR (1.5) 76186.5

Purchasable FAR ( 0.33) 16761.03

F.A.R Achieved (1.5) 76186.5

Total Road Area 17141.0

Total Green Area 7630.0

Total Ground Coverage 16493.21

Standby DG Set 01 x 300 KVA

01 x 400 KVA

Total Parking Provision 941 ECS

Total Expected Population 4215Personnel

Sources of Water Supply 02 No. of Borewell

Total Consumption of Water 320.0 KLD

Total Waste Water Generated 242.0 KLD

Total MSW Generated 2268.0Kg/Day

Proposed Rain Water Harvesting 08 nos.

STP Capacity 300 KLD

Total Project Cost Rs. 291.25 Crore

2.2 PROJECT CATEGORY

The proposed project for the construction of group housing project with built up area of

81369.62 m2 which is > 20,000.0 m2; hence the project requires environmental clearance

from SEIAA as per the EIA notification 2006 under Schedule 8(a); Cat. B2 & also falls under the

preview of NOC from the State Pollution Control Board as per the EIA notification 2006.

2.3 Project Cost

The project cost of the proposed project is Rs. 291.25 Crore

Table 1: Capital Expenditure

S. No.

Description Cost (Rs. in Lacs) TIME FRAME

1. Landscaping 03 Years



Table 2: Recurring Expenditure

2.4 PROJECT DESCRIPTION WITH PROCESS DETAILS

Major construction elements of the proposed project include foundation treatment as well

as other facilities for water supply and drainage, fire-fighting and lighting. The buildings

will be of masonry-concrete structures, roads will be made of mass concrete and yard

surface will be made of high-strength interlocking concrete blocks. Pollution sources

during the construction period consist mainly of mechanical noise, engineering dust,

engineering wastewater and construction waste & temporary hutment waste. An analysis

of environmental impacts and proposition of environment management plan during

construction period for the proposed project and proposals on pollution prevention and

control measures and managerial requirements may reduce negative impacts by project

construction to a minimum.

2. Air Pollution Control System 06 months

3. 200 KLD STP Before Building Occupancy

4. Rain Water Harvesting 06 months

5. Waste Management Before Building Occupancy

6. Power Backup 06 months

7. Solar & Energy Conservation Measures

01 year

Total -

S. No. Description Cost (Rs. in Lacs)

1. Landscaping

2. Air Pollution Control System

3. 200 KLD STP

4. Rain Water Harvesting

5. Waste Management

6. Power Backup

7. Solar & Energy Conservation Measures

Total



Construction work of proposed Multistory Building.

Process Flow Chart: Figure 1

The project shall be executed in 02 Years and the process flow chart is as follows:

Earth Work

Civil Construct

Electrical & Sanitary work

Furnishing

(Aluminum, wood, marble)

Painting

Horticulture/ Landscaping/ Rain Water Harvesting

Operation of proposed Multistory Building & Commercial Spaces

2.5 RAW MATERIAL REQUIRED FOR CONSTRUCTION & MODE OF TRANSPORT OF

RAW MATERIAL/FINISHED PRODUCT.

List of Raw & Building Materials

i. For Civil construction ii. For Furnishing

1. Cement 1. Wooden planks, Doors

2. Concrete 2. Gypsum board false ceiling

3. Reinforcement Steel 3. Glass

4. Sand 4. Sanitary fittings & fixtures

ii. For Civil construction ii. For Furnishing

1. Bricks 6. Paint & Polishing

2. Marbles / Granite 7. Electrical fittings & fixtures

3. Plaster of Paris 8. Air conditioners

4. Steel 9. Aluminum windows

5. Stone aggregate

10. Fly ash

11. Water Proofing compound

12. Tiles

13. Shuttering plates

14. M.S Scaffolding

iii Electrical and mechanism equipment

1. PVC wires/cables 5. Fire fighting system

2. Polycarbonate switches/ sockets 6. Fire fighting system



3. Ms boxes / panels 7. MCB, DBS

4. UPS, Transformers

iv. List of machinery used during construction

Loader : loading of materials

Dumper : Mud and material handling

Concrete mixer with hopper : RCC work

JCB : Digging and earth work

Concrete Batching Plant : Concrete mixing

Cranes : Lifting and moving of materials

Road roller : Compacting the earth

Tractor Trolley : Carrying & transporting material

During transportation of raw / construction material, a water ditch with its width at 3.5

meter, length at 10 meters and depth at 0.2 meter shall be made at the exit to and from the

construction site, in which crushed stones with a diameter at 50 millimeters will be laid, so as

to reduce the amount of earth on tires of vehicle to and from the construction site; covers will

be made on materials to be transported or they will be transported by enclosed vehicles,

routes of transportation vehicles shall avoid environmentally sensitive areas, and vehicle

speed shall also be limited.

2.6 DRAINAGE PATTERN AT SITE

The drainage of the district is controlled by river Gomti, Sai its tributaries. Tributaries of

Gomti River are Akhadi Nala, Jhilingi Nala, Behta Nadi. The project site lies on the city

municipal sewer system. The drainage system shall be designed accordingly to connect

through underground drains after sewage treatment have been planned.

2.7 SEWERAGE SYSTEM

The trunk sewer line is available for the city and is being improved as per development of

various sectors as part of Master Plan 2021.

The proposed project will be developed with a dedicated and efficient sewage collection system

having proper internal connectivity with the proposed sewage treatment plant to ensure the

proper treatment of the sewerage to the city sewerage network of area with a sewer network of

municipal department, the diameters varying from 150 mm to 900 mm. This sewer network

has been upgraded and connected to the newly laid sewer system. The total waste water

generated from the Multistory Building and Commercial spaces shall be treated in the 300

KLD Sewage Treatment Plant based on FAB Technology within the premises.

2.8 SOLID WASTE MANAGEMENT

A state of the art system for collection of solid waste from residential areas has already been

put into place through Lucknow Municipal Corporation. Efforts are on for scientific disposal of

the waste through MoEF/CPCB/UPPCB approved vendors. The objective is to provide a neat

and clean healthy environment in the building. The estimation of waste generation from the

proposed project shall be done as per the standards described in Lucknow Development Plan



2021. The collection system through garbage chutes has been proposed to develop within the

project. From those depots, tippers or carnage vans will cart the waste up to designated disposal

site for treatment.

2.9 ELECTRIFICATION/ POWER REQUIREMENT & ITS SOURCE

Power supply is provided by Uttar Pradesh State Electricity Board. The electrical cables from

electric substation will be laid underground. At proposed project site the initial assessment of

the development area and the mode of conceptual philosophy of electrical infrastructure

development have been thought to include the following main components:

2.10 AVAILABILITY OF WATER & ITS SOURCE.

For availability of water in the region, water demand has been calculated based on the

saturation density (ultimate population) proposed in Lucknow Development Plan 2021.

Provision of water supply i.e. distribution networks, Bore well, rising mains, overhead tank

have been made accordingly. For the proposed Group Housing during operation phase the

source of water supply is through Municipal Supply.

2.11 SCHEME FOR WASTES MANAGEMENT/ DISPOSAL

For efficient waste collection management system, the Lucknow city is divided into Zone, the

work relating to primary collection of waste has been decentralized at the zone level where it

is supervised by health officers with the assistance of ward level inspectors, Sanitary

supervisor. The primary collection involves waste disposal from commercial and institutional

places.

LMC has fleets of vehicles for collecting and transporting waste from collection points to the

disposal site. Each of the vehicles is allotted specific area for collection and transportation to

waste disposal site.

Following steps have been proposed by for collection, treatment and disposal of MSW:

Step-1: Collection and Segregation of MSW at source of generation

Step-2: Transportation of MSW to the disposal site

Step-4: Shredding of the compostable waste to desired particle size

Step-5: Treatment of biodegradable waste through composting

Step-6: Disposal of non bio-degradable solid waste into Secured Landfill.

The year 2021 envisages a comprehensive and sustained solid waste management system with modern and scientific answers to collection, transportation and disposal.



CHAPTER 3: SITE ANALYSIS

3.1.1 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION, AND

PROJECT BOUNDARY & PROJECT SITE LAYOUT) WITH COORDINATES.

In the preparation of an environmentally compatible urban development plan, it is a

prerequisite to understand linkages and interactions that exist between different components

of the urban environment. Lucknow is located on NH 25, NH 24 & NH 28 which links the city to

many large cities in the north – west and the south – east. State Highways connect Agra,

Allahabad, Kanpur, Meerut and Jhansi. The city is connected by the broad gauge railway line to

Delhi, Kolkata and Mumbai. The city is also served by regular air services to Mumbai, Delhi,

Hyderabad and Bangalore. Large portion of city areas and New Lucknow are separated by

railway line & river Gomti which acts as divider in social. The present city stands segregated

distinctly in two parts Trans & cis Gomti.

It mainly comprises of institutional land use.

The project area falls in Trans Gomti region of the city.

The Gomti River is flowing South-West side from project site.

The project area is the commercial/ residential part of city in terms of density, intensity of

buildings and movement of traffic because of rapid socio-economic and physical change.

The coordinates of the proposed project is as follows :

A= 26°45'11.94"N

80°55'45.72"E

B= 26°45'12.58"N

80°55'38.94"E

C= 26°45'14.24"N

80°55'31.20"E

D= 26°45'15.89"N

80°55'31.24"E

E= 26°45'16.17"N

80°55'33.00"E

F= 26°45'22.26"N

80°55'44.79"E

G= 26°45'18.54"N

80°55'47.33"E

H= 26°45'12.73"N

80°55'47.02"E

119 – 122 m elevation from mean sea level.

3.2 CRITERIAS FOR SELECTION OF LAND



The land area of Vill:- Aurangabad Khalsa, Tehsil & Dist.- Lucknow, is of Nagar Nigam

Lucknow, for the development of Multistory Building, Row Houses & Commercial Space.

Following criteria’s were selected for selection of land.

1. a) Proximity to linkage:

It was observed that development pattern generally follows the transportation corridors

because of high accessibility development as opposed to haphazard growth, which is seen in

most cities. The proposed site is situated at Village- Aurangabad Khalsa, Tehsil & District-

Lucknow, U.P., easily approachable through Amar Shaheed Path, towards NW, at a distance of 0.9

Km from the project site and Road no.-1 is adjacent to the Project site in NW direction..

1. b) Proximity to existing settlements:

The areas of project site already existing in a high developed zone and population pressure is

likely to witness growth pattern influenced by the surrounding existing institutes, &

commercial establishments.

1. c) Hydrogeology:

Ground water occurs in the pore spaces of the unconsolidated alluvium sediments in the zone of saturation under phreatic and semi confined conditions. In deeper aquifer it occurs under semi confined to confined conditions.

On the basis of NHS & piezometres Pre-monsoon Depth to water map 2008. Post-monsoon

Depth to water map 2008 & fluctuation maps has been prepared. On the basis of Pre-monsoon

map (Plate-II) it is revealed that shallowest water level less than 2 metres & between 2-5

metres occurs in the eastern part of district in the Gosainganj block along the Sharda Sahyak

Canal. Depth to water between 5 to 10 metres occurs in the northern & southern part of

districts in part of Bakshi-Ka-Talab, Chinhat & Mohanlal ganj blocks. The western part of the

district depth to water ranges between 10-20 meters in Mal, Malihabad, part of of Bakshi-Ka-

Talab. Kakori, Sarojini Nagar & part of Chinhat blocks. Minimum water level of 1.80 mbgl was

observed at Gosainganj and maximum of 32.60 mbgl was observed at Gulistan Colony in the

Lucknow town. In the urban areas depth to water generally remains more than 20 mbgl.



d) Geomorphology & Soil Type:

The district forms a part of Ganga basin with flat alluvial terrain. General elevation varies

from 103 m to 130 metres above mean sea level. The general slope of the district is south-

east.

Geomorphologically the district is divided into two geomorphic units:

(i) Older flood plain

(ii) Active flood plain Older flood plains are represented by two level of terraces viz Erosional terrace

(Te) occupying at higher level and Depositional terrace (Td) at lower depressions.

Older flood plain exists between elevation of 103 and 110 mamsl. Both the terraces

are developed on the either side of Gomti River.

Erosional Terrace is also developed along Sai Nadi. Active flood plains are restricted

to present day bank line of the rivers. These are represented by land forms like

point bars channel bars and lateral bars.

Quaternary sediments have been divided upto older & newer alluvium.

The older alluvium is comprised of grey to brown coloured silt clay and sand with

or without Kankar of middle to late Pleistocene age.

The Newer alluvium overlies the older alluvium and has been sub divided into

terrace alluvium and channel alluvium & belongs to Holocene age. The newer

alluvium comprises of light Khaki grey silt, clay and fine to medium and coarse

grained grey sand which is micaceous in nature.

Soils in the district exhibits a vide variation in composition texture and appearance.

The major position of the district is occupied by soils locally known as "Bhur" or

"Silty Sand" on the ridges. "Matiyar" or "Clay Soils" occurs along topographic lows

and "Dumat or Loamy soils" in the level lands.

Clay is dominant in the areas where "Reh" (Usar) prevails. Along the river valleys, a

very fertile soil called "Dumat" is prevalent which is youngest.

1. e) Drainage

The proposed project site falls in the drainage of existing sewer line. The general slope of the

area is from south-east to north-west i.e. towards the sewer line.

1. f) Seismicity of Lucknow

The seismic hazard map of India was updated in 2000 by the Bureau of Indian Standards

(BIS). The Lucknow city is located in the seismic zone III with majority of the portion having

provision of earthquake resistance in construction.



CHAPTER 4: PROJECT PLANNING

4.1 PLANNING CONCEPT The proposed project is being developed to offer well spacious residential flats comprises of HIG Units, MIG Units, LIG Units, EWS Units, Row Houses, Community Centre and Commercial blocks at Village-Aurangabad Khalsa, Tehsil & District- Lucknow, U.P. The total land area of 5.0791 Ha for the proposed project is of Lucknow Nagar Nigam. Table 3: Units Details of the Proposed Project

DESCRIPTION NO. OF FLOORS TOTAL NO. OF UNIT

GROUND COVERAGE

TOTAL COVERED AREA

HIG UNITS

Block-A G+8 324 5643.27 48618.63

Block-B G+3 48 1842.48 7321.95

MIG UNITS

Block-C G+3 112 2028.81 8115.24

LIG UNITS

Block-D G+3 168 2804.55 11218.2

EWS UNIT

Block-E G+3 12 2057.72 2057.72

HIG FLATS (ROW H)

Block- F G+1 21 2116.38 4037.88

Community Centre G+3 481.77 1927.08

TOTAL 685 16493.21 81369.62 The Build up area = 81369.62 m2 Gorund Coverage = 16493.21 m2

4.2 Land Uses of Proposed project Table 4: Land Uses

DETAILS AREA PERC ENTAGE

GC 16493.21 32.5

GREEN AREA 7630 15.0

SHOPS 474 0.9

OPEN SPACES 7510 14.8

ROAD AREA 17141 33.7

PRIMARY SCHOOL 1061 2.1

COMMUNITY CENTRE 481.77 0.9

50791.0 100

4.3 Population details for Project

Table 6: Plotted Population Break Up at Project Site:



S. NO. STAFF DESIGNATION Population

1 Residents (685 Dwelling Units @ 5 person per unit) 3425

2 Service Staff 50

3 Floating Population 700

4 Commercial Staff 40

Total Expected Population 4215

Therefore, the total expected population of proposed group housing will be 4215 personnel.

4.4 SITE SETTINGS

Nearby Towns/Villages:-

Alinagar Khurd – 2.5 Km, SE

Asharaf Nagar – 2.5 Km, SW

Omax City- 0.42 Km, NW

Rasoolpur Induria- 1.05 Km, SE

Hospitals

SGPGI- 2.17 Km, SE

Javitri Hospital – 3.02 Km, NE

Schools

JB Memorial Inter College, 3.05 Km, SW

Baba Bhim Rao Ambedkar University- 1.0 Km, NW

Worship Places

Jumma Masjid, 2.7 Km, SW

Gayatri Prajapati Temple – 4.51 Km, NW

Forest

SGPGI Forest – 0.25 Km, NW

Water Courses:

Gomti River – 9.5Km, NE

Canal- 0.81 Km, W

Eldeco Lake – 1.5 Km, NE

PGI Forest Lake – 0.15 Km, South



CHAPTER 5: PROPOSED INFRASTRUCTURE

5.1 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/RAIL/METRO/ WATER

WAYS ETC.) WITH IN THE DEVELOPMENT REGION.

5.1.1 Road Network

The delineated project site is located at Village Aurangabad Khalsa, Tehsil & District- Lucknow,

U.P. The proposed site is well connected to various places, like Airport, Railway, Bus Terminus &

other parts of the city by road.

The major road linkages are –

Road No.-1, adjacent, NW

Amar Shaheed Path – 0.9 Km, NW

Bijnour Road – 1.31 Km, W

Raebareilly Road – 2.25 Km, E

5.1.2 Rail Linkages

Utrathiya Railway Station- 4.6 Km, NE

Manak Nagar Railway Station- 7.18 Km, NW

Lucknow Railway Station- 8.5 Km, N

5.1.3 Air Network

The Chaudhary Charan Singh, Amausi airport at Lucknow is located at a distance of 4.43 Km,

NW from the proposed project site. It has been placed strategically on Kanpur Road,

presumably to ensure availability of uninterrupted air space in low-density zones.

5.2 PARKING DETAILS:

Required Parking:

HIG @ 1.5 ECS/UNIT = 372*1.5 = 558

MIG @ 1.25 ECS/UNIT = 112*1.25 = 140

LIG @ 1 ECS/UNIT = 168*1 = 168

Commercial @ 2 ECS /100 m2 = 9

Total Required Parking = 875

Parking Provided:

First Basement Area for parking = 17000 sqm/32.0 = 531 ECS

Second Basement Area for parking = 12000 sqm/32.0 = 375 ECS

Surface Area for Parking = 35 ECS

Total Provided Parking = 941 ECS

So, the provided 941 ECS shall meet the total expected requirement with adequate

area. Hence, area statement is justified.



5.3 LANDSCAPE AREA DETAIL:

Total Landscape Area is = 7630.0 m2

Plantation Details:

As per MoEF Laws = 1 tree/80 sqm of the total plot area

=50791.0/80 = 635.0 nos. trees required

5.4 APPROACH ROAD & BUILDING HEIGHT

The maximum height of the proposed building is 2B+G+8 as follows:

DESCRIPTION NO. OF FLOORS

HIG UNITS

Block-A G+8

Block-B G+3

MIG UNITS

Block-C G+3

LIG UNITS

Block-D G+3

EWS UNIT

Block-E G+3

HIG FLATS (ROW H)

Block- F G+1

Community Centre G+3

Parking in Basement-1 B1

Parking in Basement-2 B2

5.5 Solar Light Provision Following area are sources through solar light provision

Park Lights Street Light Common Area Light



CHAPTER 6: ENVIRONMENTAL MANAGEMENT PLAN

6.1 WATER MANAGEMENT (SOURCE & SUPPLY OF WATER).

Total water demand of the residential building including green areas excluding fire fighting

water demand and losses is calculated to be 320.0 KLD. About 7.6 KLD water out of total water

demand will be utilized for the irrigation of the green and landscape area proposed inside the

project premises. The water demand estimation has been tabulated in Table 7. The one time

water requirement for firefighting demand will be 3.2 KLD based on CPHEEO guidelines, i.e. fire

demand for < 50,000 population = 1% of total water demand.

## Source of Water Supply through Municipal Supply

6.1.1 Water supply for green area

The water demand estimated for maintenance of green covers of residential building in the non-

monsoon period works out to be 7.6 KLD. It has been calculated by assuming 1.0 liters of water

required for 1 m2 of green area. The salient features for the water supply to the green area will be:

• Garden hydrants will be provided along the supply line so as to access this water to irrigate the

nearby green covers;

• The spacing proposed for water hydrant will be in the range from 60 m to 100 m as per the

requirement;

• The pressure at outlet of hydrant will be maintained equivalent to 15 m head.

One time Fire Fighting Demand = 3.2 KLD (As per CPHEEO Manual, GOI)

Table 10: WATER USE CALCULATION S. No.

Water Use

Population

Per Capita in (LPCD)

Water Requirement

(KLD)

Waste Water

Generation (KLD)

1 Residents 3425 86 295.0 235.0 2 Service Staff 50 45 2.4 2.0 3 Commercial Staff 40 45 2.0 1.8 3 Floating Population 700 15 10.5 8.4

TOTAL DOMESTIC WATER REQUIREMENT 309.9 247.2

5 DG Set Cooling 300 KVA + 400 KVA

0.9l/4hr/KVA 2.5 NIL

6 Gardening 7630.0 m2 1 l/m2 7.6 NIL

TOTAL WATER REQUIREMENT

320.0 247.2



6.1.2 Water Balance Diagram Figure 2

*The grey water is the waste water generated from sinks, showers, washing machines, dish washers

etc.

**Black water is any waste from a toilet or urinal. In the proposed residential black water is

generate from flushing process only. It contains disease causing organisms that can result in

human illness by direct contact so disposed in the sewerage treatment plant.

Grey Water 167.0 KLD

Waste Water

NIL

Total Waste Water

242.0 KLD

Fresh Water Requirement 234.9 KLD

Treated Water Requirement

85.1 KLD

7.831 KLD

300 KLD STP (Based on FAB

Technology)

Flushing 75.0 KLD

Gardening Requirement

7.6 KLD

Black Water 75.0 KLD

Domestic Requirement

234.9 KLD

Total Water Requirement

320.0 KLD

DG Set Cooling 2.5 KLD

Treated Water 218.0 KLD

For Car washing,

Cleaning etc

132.9 KLD



6.1.3 Sewerage

At the project site of proposed building, total 242.0 KLD (Grey Water = 167.0 KLD & Black

Water = 75.0 KLD) waste water generated from domestic requirement, which will be treated

in Sewerage Treatment Plant of capacity 300 KLD based on FAB Technology.

About 85.1 KLD of treated water shall be reused for flushing ,DG Set Cooling ,Gardening

purpose, within the project and about 132.9 KLD used for street washing and drain cleaning,

car washing etc within the premises.

SCHEME OF SEWAGE TREATMENT PLANT: During operation phase in the proposed building, generated waste water will be treated in

proposed 300 KLD STP based on FAB technology.

TREATMENT PROCESS:

The sewage treatment plant (Fluidizes Aerobic Bed Reactor- FAB) 300 KLD shall propose to

be installed to treat the raw sewage.

The process for Sewage Treatment Plant is as follows: (Figure 3)

OIL & GREASE TRAP

RECEIVING SUMP

BAR SCREEN CHAMBER

RAW SEWAGE

FILTRATE

FLUIDIZED AEROBIC BED

REACTORS (FAB) FILTER PRESS

SOLID SLUDGE

PLATE SETTLER TANK

TERTIARY TREATMENT

(Including U.V Treatment)

pH 6.5-7.5

BOD mg/l <10

COD mg/l <50

TSS mg/l <10

Oil & Grease

mg/l

NIL

After Tertiary Treatment

TREATED WATER TANK

FOR REUSE



TUBE SETTLERSCRENNING &

OIL / GREASE

REMOVAL

V V V V V V V V

M

M

AEROBIC

REACTOR - IAEROBIC

REACTOR - II

AIR BLOWERS

AIR

DIFFUSERS

FLOATING

MEDIA

FILTER

PRESS

SLUDGE

TREATED

WATER

TERTIARY

TREATMENT

(including U.V

treatment)

Wast

e

Wate

r

FOR REUSE

TUBE SETTLERSCRENNING &

OIL / GREASE

REMOVAL

V V V V V V V V

M

M

AEROBIC

REACTOR - IAEROBIC

REACTOR - II

AIR BLOWERS

AIR

DIFFUSERS

FLOATING

MEDIA

FILTER

PRESS

SLUDGE

TREATED

WATER

TERTIARY

TREATMENT

(including U.V

treatment)

Wast

e

Wate

r

FOR REUSE

SCHEMATIC DIAGRAM OF SEWAGE TREATMENT PLANT (Figure 4)

TREATMENT PROCESS FOR FAB

The sewage is first passed through a Bar Screen Chamber & an Oil & Grease Chamber

where any extraneous / floating matter gets trapped.

The sewage is then collected in a Receiving Sump where the variations in flow and

characteristics are dampened, which otherwise can lead to operational problems and

moreover it allows a constant flow rate downstream. Here the sewage is kept in mixed

condition by means of coarse air bubble diffusion.

The equalized sewage is then pumped to the Fluidized Aerobic Bed Reactors (FAB) where

BOD/COD reduction is achieved by virtue of aerobic microbial activities. The FAB reactors

run in series. The oxygen required is supplied through coarse air bubble diffusers.

The excess bio-solids formed in the biological processes which are separated in the

downstream Plate Settler Tank. The clear supernatant is sent to the tertiary treatment

section comprising of a Dual Media Filter and an Activated Carbon Filter, and UV

disinfections system. If needed Softener shall be provided.

The biological sludge generated from the FAB will be passed through filter press where it

will be dewatered and form a cake and then used as manure in green area of the block.

BENEFITS OF USING FAB TECHNOLOGY

Small space requirement

The concept of compact sewage treatment plants is promoted so that expensive conventional

treatment is dispensed herewith. The treatment scheme is also versatile, in the sense that

units can be re-arranged in any which way the space and pile caps are available.

Lower operating power requirements



The system utilizes aeration tanks of much smaller size, thereby reducing the overall power

required in aerating the raw sewage. Since the bio-reactor depth is more, efficient transfer of

oxygen takes place, thereby reducing the overall power consumed in treatment.

Simplicity in operation and maintenance

The system adopted has much less moving parts (only pumps and blowers). Further there is

no moving part inside the bio-reactor. This gives the advantage of continuously running the

bio-reactor system, under widely fluctuating conditions. All the maintenance on the

mechanical systems can be done with normal skilled mechanics available.

The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw

sewage BOD / COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be

analyzed. Since the bio-reactor is self sustaining, there is no requirement of recycling the

biomass from the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI (sludge

volume index) / F / M ratio etc. is not required to be done. This greatly reduces the analytical

load on the plant chemist / supervisor, and makes the system very simple to operate and

control.

The bio-reactor system adopted in the FAB based STP is provided with nutrients removal, and removal of disease causing E-coli bacteria. Nutrient removal The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This

helps in totally converting the Ammonical nitrogen to nitrate nitrogen. In the process of

synthesis of organic substrate, about 40–50% of the total phosphates load is also reduced.

The remaining phosphates can be precipitated by addition of aluminum ions dosed in form

of Poly Aluminum Chloride (PAC). Phosphates react with aluminum ions and precipitate as

aluminum phosphate, which is an insoluble salt. Thus the total phosphates load can be easily

reduced by more than 90%.

Coliform removal

The outlet BOD of the bio-reactor system being very low (in other words, hardly any food is

available to the E-coli), most of the coliform are killed in the reactor itself. Remaining

coliform are killed by nominal chlorine dosing (of the order of 2–3 mg/l). The treated

sewage outlet coliform count will conform to WHO standards, with such low chlorine doses.

This will also ensure that there is not much residual chlorine.

Sludge handling The sludge generated in the bio-reactors is totally digested. Since the F / M ratio in the bio-

reactors is very low, the excess sludge generation is lower than compared to the

conventional ASP system. Normally, this sludge is an-aerobically digested to stabilize the

organic matter. The present system does not envisage any sludge digestion (since the sludge



is aerobically stabilized in the bioreactors itself), making the system more suitable for

operation with less manpower.

The excess sludge is separated in the secondary clarifier, and then disposed off either on

drying beds, or can be directly used as soil conditioner.

Water Conservation & Augmentation

1. For horticulture, a garden hydrant ring with pumping facilities has been proposed.

2. The sewer shall be treated within building for bringing down the characteristics of

sewer within the norms specified by Ministry of Environment & Forest, Govt. of India for

safe disposal.

3. The residential building shall get piped water supply through an appropriately

designed system and no area shall be having any individual system of water supply

(i.e. jet pumps, hand pumps or individual bore well).

4. It is outlined in Master Plan-2021 that lakes, ponds and small water storage bodies

should be conserved and protected from misuse as well as efficient water harvesting

system should be ensured in the construction projects.

5. Taps and other water flushing devices including showers used shall be designed to

waste less water.

6. Awareness plays a major role in water conservation. Public messages shall be

prominently displayed for water conservation.

7. Water leaks shall be tracked and corrected regularly.

8. Dual flush WC (3 – 6 liters instead of 10 liters) shall be used to optimize the water demand.

6.2 RAINWATER HARVESTING (Figure 5)

SIZE

PIT DIAMETER = 3000 mm

EFFECTIVE DEPTH = 3000 mm

PLAN OF RECHARGE PIT

Brick Wall

200 dia over flow to outside

Drain (as per site)

560 dia M.H. Opening

560 dia M.H.Opening

200 dia

drain

pipe from

desilting

chamber

Ground Level


Drain (as per site)

200 dia

drain

pipe from

desilting

chamber

600 x 600 x 100 MM

R.C.C. Deflector or

Stone Slab

3000 MM dia

30

0

Step

30

0

560 dia CoverR.C.C.Slab

PLUG 560 dia Cover

230 TK

345 TK

Brick Wall / as per

Str. Design

Mesh

Coarse Sand 1.5 to 2 mm

Gravels 5 to 10 mm

50 – 150 MM Size Boulders

Slotted Pipe or 1 MM V.Wire

LCG Johnson Screen

250 to 300 mm dia Bore Filled

With Pea Gravels (3 – 6 MM)

16 mm dia PVC Pipe

Slotted Pipe or 1 mm V.Wire

LDG Johnson Screen

Bail Plug

30

0

Ground Level

Variable (as per site)

30

00

50

05

00

50

0D

ep

th V

ari

ab

le a

s p

er

wate

r ta

ble

1000 M

M

RECHARGE PIT

SIZE

PIT DIAMETER = 3000 mm

EFFECTIVE DEPTH = 3000 mm

PLAN OF RECHARGE PIT

Brick Wall


Drain (as per site)

560 dia M.H. Opening

560 dia M.H.Opening

200 dia

drain

pipe from

desilting

chamber

Ground Level


Drain (as per site)

200 dia

drain

pipe from

desilting

chamber

600 x 600 x 100 MM

R.C.C. Deflector or

Stone Slab

3000 MM dia

30

0

Step

30

0

560 dia CoverR.C.C.Slab

PLUG 560 dia Cover

230 TK

345 TK

Brick Wall / as per

Str. Design

Mesh

Coarse Sand 1.5 to 2 mm

Gravels 5 to 10 mm

50 – 150 MM Size Boulders

Slotted Pipe or 1 MM V.Wire

LCG Johnson Screen

250 to 300 mm dia Bore Filled

With Pea Gravels (3 – 6 MM)

16 mm dia PVC Pipe

Slotted Pipe or 1 mm V.Wire

LDG Johnson Screen

Bail Plug

30

0

Ground Level

Variable (as per site)

30

00

50

05

00

50

0D

ep

th V

ari

ab

le a

s p

er

wate

r ta

ble

1000 M

M

RECHARGE PIT



As the district receives 25 mm peak hourly rainfall rainwater harvesting in RWH pits.

Construction of Percolation tanks and recharge shafts may be an economical option in areas

with deeper water levels via roof by channelizing the clean water to rainwater recharging

pits, commercial complexes; institutional, etc also rain water harvesting has been made

mandatory in Building Regulations.

Rain water from the various roofs will be drained through rain water vertical down take

UPVC / MS pipes. These vertical down take pipes will be located at suitable locations inside

the shafts or embedded inside the wall. All the terraces will be sloped in a slope of 1:50 or

1:75 sloping towards down vertical pipes. Rain water disposal shall be designed as per NBC

i.e. 200 mm dia and 15 m depth of bore for rainfall @ of 25 mm/hour rainfall as per NBC.

TABLE 9: QUANTUM OF RAINWATER AVAILABLE FOR HARVEST

S.N. Description of

Area Area considered

(m2)

Harvesting

Factor or

Collection

Efficiency

Average

Annual

Rainfall

intensity (mm)

Total volume of water available for Rain Water harvesting (m3)

1 Roof Top Surface 16493.21 0.8 25 330.0

Grand Total 330.0 m3/hr

Total quantum of rainwater for 0.25 hr. = 330.0/4 = 82.5 m3

The required dimensions of pit = 2.0 m x 2.5 m x 2.0 m

Total required nos. of pits= 82.5/10 = 8.2 ~ 08 nos. Recharge pit

The total no. of rainwater harvesting pit shall be 08with dimensions of 2.0 m x 2.5 m x 1.5 m

at peak rainfall intensity of 25 mm.

Required Rain Water Harvesting Pits = 08/Nos.

6.3 AIR POLLUTION CONTROL

In order to reduce impact of dust during construction period, enclosure walls with a height

of 2 meters or above will be built around the construction site; on-site mixing will be done at

enclosed space, cement, lime powder and other construction materials shall be stored at

storage yard or tightly covered, discrete materials such as sand and soil will be covered, the

building materials to be loaded, unloaded and/or handled shall be covered, closed or

sprinkled, and none of them shall be thrown or spread into the air; a water ditch with its

width at 3.5 meter, length at 10 meters and depth at 0.2 meter shall be made at the exit to

and from the construction site, in which crushed stones with a diameter at 50 millimeters

will be laid, so as to reduce the amount of earth on tires of vehicle to and from the

construction site; covers will be made on materials to be transported or they will be



transported by enclosed vehicles, routes of transportation vehicles shall avoid residential

quarters and other environmentally sensitive areas, and vehicle speed shall also be limited.

During operation, only source of air pollution is D.G. Sets emission. Hence proper stack height

should be provided above roof top of building.

Exhaust height: In order to dispose emissions above building height, minimum exhaust

stack height would be as follows:

Minimum stack height for D.G. Set:

H = h + 0.2 × √KVA

Where, H = stack height of D.G. Set

h = height of Building

H = h + 0.2 × √ (300+400 KVA) = h + 0.2 × √700 KVA

= h + 0.2 × 26.45.0 m = h + 5.2 m

As per the information, 01 x 300 KVA & 01 x 400 KVA DG Set capacity shall be installed.

For, which cumulative stack height of 5.2 m above the proposed residential building shall be

provided. D.G set will be supplied with acoustic enclosure as per CPCB norms.

6.4 SOLID WASTE MANAGEMENT FOR MULTISTORY BUILDING, ROW HOUSES &

COMMERCIAL BLOCK

6.4.1 MUNICIPAL SOLID WASTE Details Population Rate Total Generated MSW(Kg/Day)

Residents 3425 0.625 2140.6

Service Staff 50 0.25 12.5

Commercial Staff 40 0.25 10.0

TOTAL 2163.0

Hence, the total Municipal Solid Waste generated within the housing building is expected to be

about 2163.0 Kg/Day

Table 10: Municipal Solid Waste

Type of Waste

Color of

Bins

Category

Disposal

Method

Total Waste

(Kg/ day)

Organics

Green

Bio Degradable

Municipal Solid

Waste Site

1190.0

Paper

Blue

Recyclable

Approved

Recycler 281

Metals

Glass

Textiles

Plastic

Ash & Dust

Grey

Non-Bio

degradable

Municipal Solid

waste Site

692

Total 2163.0



Table 11: Waste Generated from Floating Population @ 0.15 Kg/Day

Population Category Total

Waste

Bio-

degradable

Recyclable Non-Biodegradable

Nos. Floating Kg/ day Kg/day Kg/ Day Kg/ Day

700 Visitors 105 58 14 33

Therefore, Total expected MSW: 2268.0 Kg/day

A Solid Waste Management Scheme is depicted in the following figure for the residential project: Door to Door Collection of Waste To collect the waste from residential area the tricycles and auto tippers can be used. Numbers of tricycles and auto tippers required As one tricycle can collect waste from 200 HHs therefore for 685 HHs No. of tricycles required will be 685/200 = about 3 nos. As one auto tippers can collect waste from 1000 HHs therefore 03 auto tippers will require catering the rest of the population of proposed group housing.

2. TREATMENT OF WASTE

I. Bio-Degradable waste

Bio-degradable waste will be subjected to organic waste convertor and the compost

will be used as manure.

Horticultural Waste is proposed to be composted and will be used for gardening

purposes.

II. Recyclable wastes

Grass Recycling- The cropped grass will be spread on the green area. It will act as

manure after decomposition.

Recyclable wastes like paper, plastic, metals etc, will be sold off to recyclables.

The solid waste shall be segregated and collected as per the above scheme. These bins will be

emptied into the Garbage Collection Bin of the ground floor. Service provider from housing

society will collect the garbage and waste shall be discharged to main bin of the Group

Housing. The grey and green bins shall be picked up on the instructions of Lucknow Nagar

Nigam for disposal. The service provider carries this waste for recycling and rest to the

municipal solid waste site. The Housing Society management shall engage a vendor & they

will dispose the waste at the proposed site identified by the Lucknow Municipal Corporation.

6.5 NOISE ENVIRONMENT MANAGEMENT

The main source of the noise pollution would be vehicles like four & two wheelers within

premises.



6.6 TRAFFIC MANAGEMENT

Traffic management is the planning implementation and control of transportation services

for achieving the desired objectives and also to reduce the noise level in the project scheme.

Project proponent shall be responsible for managing all parking and safety issues regarding

the use of vehicles inside premises of proposed scheme. To reduce the noise level, it will be

ensured that the traffic movement must be is smooth and horns will not be used within the

parking areas of the scheme. Incoming and outgoing gates will be different, so as to avoid any

traffic congestion due to parking. Plantation of the trees near the paved areas and roads of

the project site will be done for decreasing the air and also the noise pollution level. The

traffic manager and all persons involved with these activities shall do traffic management.

A good control system shall be setup. The following standards shall be maintained for

parking areas:

All vehicles shall have a parking sticker permanently affixed to the driver's

side back seat window.

All vehicles shall be limited to parking in designated spots.

Vehicles shall enter from Entry Gate and leave from Exit Gate.

No vehicle shall be parked in fire tender movement areas.

All vehicle users who disregard policies shall be subjected to fine, or loss of

parking privileges.

Speed Limits

In the proposed project scheme, speed limits are set to provide for the safe movement of

persons and vehicles 20 Kmph on road ways and 10-15 Kmph in parking lots.

6.7 LANDSCAPING & HORTICULTURE

Natural landscaping is also referred to as sustainable landscaping. It stresses the use of

native plants that are beautiful, hardy and that also benefit the local environment. Native

plants are especially good at preventing soil erosion, reducing flooding, sustaining wildlife

and filtering out harmful pollutants in the soil. Natural landscaping offers a way to reduce

the use of chemical pesticides and fertilizers, while introducing natural techniques that are

safer for the long-term health of the community.

Total Landscape Area is = 7630.0 m2

As per MoEF Laws = 1 tree/80 sqm of the total plot area

=50791/80 = 635 nos. trees required

Table 12: Details/ Distribution of Tree Plantation

SHRUBS/ HERBS TO BE PLANTED

Avenue Trees: Alstonia scholaris, Anthocephalus kadam, Araucaria cookii, Azardicta indica,

Bambusa vulgaris, Bauhinia blackeana, Bauhinia purpurea , Cassia fistula, Cassia javanica,

Calistemon lanceolatus, etc.



Shrubs: Acalypha hisipida cat tail, Acalypha w green, Acalypha w red, Acalypha

tricolour, Acocanthera spectibilis, Allamanda nerifolia, Bauhinia accuminata, Bauhinia

tomemtosa, Beloporine guttata, Caesalpinia pulcherrima, Calliandra emarginata, Cassia

biflora, Cassia alata, Cassia laevigata, Clerodendron macrosiphon.

Palms: Fox tail palm, Cycus revoluta, Pheonix slyteris, Champange palm, Royestinia

regia, Raphis palm, Thrinax parviflora, Latania lontaroides, Livistonia rotundifolia,

Washingtonia filifera.

Initially grassing would be done with doob grass including watering and maintenance of the

lawn for 30 days or more till the grass forms a thick lawn. The project proponent has

proposed for landscaping in an area of 7630.0 m2 with ornamental plants and trees to

maintain aesthetic environment in area of the proposed project. The proposed Group

Housing project will have ornamental plants to be planted all over the landscape area.

Plantation of avenue trees by the road side in 0.60 m dia. holes, 1 m deep dug in the ground

shall be done and mixing the soil with decayed farm yard manure. Since the proposed area

does not have any tree, nothing shall be uprooted.



CHAPTER 7: PRESENT ENVIRONMENTAL SCENARIO (AT PROJECT SITE) (I) Ground Water Quality Test Results:

Sampling Site: Project Site Bore Well

Date of Sampling: 22.12.2016

Laboratory Sample code: SPLPL-1598

(II)Ambient Air Quality:

(III) Soil Quality Test Result Laboratory Sample Code: SQ/SPLPL-348; Location= Project Site Centre Laboratory Sample Code: SQ/SPLPL-349; Location= Project side periphery Date of Receipt: 22.12.2016

S.No Parameter SQ1 SQ2 1 pH 8.490 8.425 2 Electrical Conductivity 105.7 55.68 3 Total Organic Carbon % 1.36 0.50 4 Organic Matter % 2.34 0.86 5 Bulk Density (gm/cc) 1.25 1.30 6 Particle Density(gm/cc) 1.86 1.76 7 Phosphous as P2O5 (kg/ha) 0.48 0.32 8 Sulphur (mg/kg) 0.07 0.02 9 Ca + Mg(Mequi./100gm) 28.6 14.2

10 Ca (Me/100 gm Soil) 14.2 7.2 11 Mg (Me/100 gm Soil) 14.4 7.0 12 Moisture (%) 6.248 5.849

S. N.

PARAMETER TESTED UNITS RESULT DESIRABLE LIMITS

MAXIMUM PERMISSIBLE LIMIT

TEST PROTOCOL

(IS 10500:2012) 01 Colour Hazen <5 5.0 15.00 2120 B APHA 22nd

Edition 2012 02 pH Value - 8.222 6.5-8.50 No Relaxation 4500-H+ B,APHA’ 2012 03 Electrical Conductivity µs/cm 441.5 _ _ 2510 B.APHA’ 2012 04 Turbidity NTU 0.0 1.00 5.0 2130 B APHA ’ 2012 05 Total Dissolved Solids mg/L 287 500 2000 2540 D. APHA’ 2012 06 Total Hardness as

CaCO3 mg/L 232 200.0 600 2340 C. APHA’ 22nd

Edition 2012 07 Calcium ion mg/L 40.08 75.0 200 3500 B, APHA’ 2012 08 Magnesium ion mg/L 32.08 30.0 No Relaxation 3500-B, APHA’ 2012 09 Alkalinity as CaCO3 mg/L 220 200.0 600 2320B, APHA’ 2012 10 Chloride as Cl- mg/L 9.99 250.0 1000 4500 –Cl- B, APHA’

2012 11 Sulphate as SO4 mg/L 8.53 200.0 400 4500-SO42- E 2012 12 Nitrate as NO3 mg/L 0.08 45.0 No Relaxation IS 3025 (Part 34) 13 Iron as Fe mg/L 4.34 0.3 No Relaxation 3500 Fe-B APHA’ 2012 14 Fluoride as F- mg/L 0.62 1.0 1.5 4500-F- APHA 2012

S.No Sample Code Date of sampling Location 24 Hourly Concentration(µg/m3)

01. AQ/SPLPL-401 22.12.2016 At project Site PM (10) PM(2.5) SO2 NO2 112.96 40.12 8.23 30.85



(IV) Surface Water Quality Test Result:

Sampling Site: Pond inside the Project Site Date of Sampling: 22.12.2016 Laboratory Sample code:SPLPL-1599

S. No.

PARAMETER TESTED

UNITS RESULT DESIRABLE LIMITS MAXIMUM PERMISSIBLE LIMIT

TEST PROTOCOL

(IS 10500:2012) 01 Colour Hazen

units <5 5.0 15.00 2120 B APHA 22nd

Edition 2012 02 pH Value - 8.540 6.5-8.50 No Relaxation 4500-H+ B,APHA’

2012 03 Electrical

Conductivity µs/cm 269.2 _ _ 2510 B.APHA’ 2012

04 Turbidity NTU 1.2 1.00 5.0 2130 B APHA ’ 2012 15 TSS mg/L 46.0 2540 D APHA 22ND

Edition 2012 16 O & G mg/L 6.8 5210 B APHA 22nd

Edition 2012 17 COD mg/L 220 5220 B APHA 22nd

Edition 2012 18. BOD mg/L 30.0



CHAPTER 8: EMERGENCY PREPAREDNESS PLAN

8.1 FIRE FIGHTING

As most of the material and finished products are inflammable, no smoking and no fire will

be allowed. In case of fire, fire extinguisher will be used. Fire extinguishers are put at the

entrance of storage rooms. The Fire Extinguisher System has been provided as per fire safety

plan in all floors of the institute. The phone number of nearest fire service stations has been

displayed at various points and also near the fire extinguishers.

The proposed project is to provide with fire protection arrangements such as Wet Riser

system (as per N.B.C standards), Hose Reel (as per I.S – 3844 standards), Yard Hydrant and

Automatic Sprinkler System in every building. Manual call points, Automatic Detection

System in every building, portable appliance, Exit signs, P. A. System, Mechanical Ventilation,

Smoke extraction system, Pressurization shafts, staircase etc. for fire safely point view.

There is no objection for the construction of residential building as subject to the compliance

of the following fire safety recommendations:

1. Access: It must be ensured that the access roads all around the building must be

kept clear all the time for free movement of fire engines and 4.5 m head clearance shall be

provided. The access internal road shall be provided as per approved plan.

2. Exit Requirements: Exit requirements shall be in accordance with provision as per

National Building Code of India Part – IV (Clause 8.1 to 8.15.1).

(a) Means of escape/exit shall be continuous and unobstructed way of exit travel

from any point in the building to a public way. All exit doorways shall open towards

means of escape that is away from, but shall not obstruct the travel along any exit. No door

when opened shall reduce the required width of staircase/corridor/passage way.

(b) All exit and exit way marking signs, emergency lights shall be on separate

circuit/laid in separate conduit, exit signs must be illuminated and wired to

independent circuit supplied by alternate source of power supply. The wiring and all

accessories in the electrical circuit shall be fire resistant and low smoke material duly ISI

marked.

3. Material for construction: The material used for construction of the building shall

be of non-combustible. The interior finish materials shall be of very low flame spread ability,

i.e. Class-I. All the fabric used for seats, curtain, covering on sidewall, matting carpeting etc.

shall also have Class-I rating as prescribed in NBC part-IV.

4. Compartmentation: The building shall be suitably compartmentalized so that the

fire/smoke remain confined to the area where fire incidents has occurred and mechanically

exhausted as approved in the meeting, so smoke does not spread to the remaining part of the

building.

The services, standby generator, store etc. must be segregated from other by erecting

fire-resisting wall of not less than 2 hours rating. Each of the compartments must be

individually ventilated and the opening for entry into each of these compartments must be

fitted with self-closing fire/smoke check doors of not less than one hour fire rating fitted

with magnetic latches.



All electric cables shall be laid in separate shafts shall be sealed at every floor with fire

resisting material of similar rating. The partition wall in between and all around the shafts

shall also be of minimum two hours fire rating.

Under no circumstances, two services shall pass through the same shaft, i.e. separate shaft be

used for different purpose.

The entry to the staircase from all levels shall be segregated with a self-closing fire/smoke

check door of not less than 1 hour fire rating. All vertical and horizontal opening at each floor

level in entire building shall be sealed properly with the non-combustible material.

Wherever false ceiling/suspended ceiling is provided, the same shall be of non-combustible

in nature and that the compartmentation shall be extended up to ceiling level.

5. Ventilation: The building shall be provided with the ventilation strictly in

accordance with Part-VIII Section-I and Clause D-1.6 of Part IV of National Building Code of

India Mechanical ventilation system having interlocking arrangements as well as upper floor

also. Extractor system shall be designed to permit 30 air changes per hour in case of fire in

basement. The smoke extraction system shall be designed as per NBC Part-IV and approved

by the department.

6. Air Conditioning System: Air conditioning system shall conform to Section-3 Part-

VIII and Clause D-1.17 of Part-IV National Building code of India 1983. Following points shall

be ensured.

All ducting shall be constructed of substantial gauge metal conforming to IS: 655. Air duct

serving main floor areas, corridors etc. shall not pass through the staircases enclosures.

Automatic fire dampers shall be provided in the ducts at the inlets of the fresh air and

return air of each compartment/floor.

Automatic fire dampers shall be closed automatically upon operation of a detector

sprinkler.

The air ducts for every floor/compartment shall be separated. In no way inter-connected

with the ducting of any other compartment

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

conditioning purposes.

7. Essential Emergency Electrical Services: Separate electrical circuits to feed

emergency services such as fire fighting pumps, lifts, staircase and corridor lighting blowers,

panel and such a smoke venting and signage circuit shall be laid in separate conduit so that

fire in one circuit will not affect the others. Master switches controlling essential services

circuits shall be clearly labeled. The electrical wiring shall be provided in metal conduits.

MCBs and ELCB shall be installed. The electrical services shall be strictly in accordance to

Clause D.1.12 of Appendix-‘D’ of NBC Part-IV fire resisting cables shall be used.

Power supply cables and the ducting shall not be taken through the staircase or any

passage way used as an escape route. All the cables shall be only of Fire Resistant Low

Smoke type.

8. Emergency Power Supply: The standby electric generator shall be installed of

adequate capacity to supply power to staircase and corridor lighting circuit, lifts, exit signs

and fire pump in case of failure of normal electric supply. The generator shall be capable of



taking starting current of all the machines and circuits stated above simultaneously and

must be automatic in action.

9. Static Water Tank: The underground water storage tank of the adequate quantity

shall be provided. The replenishment through bore well or from the town main shall be

ensured. This shall conform to the requirements given in National Building Code of India

Part-IV. An additional overhead tank as proposed on the terrace shall be provided for fire-

fighting as an alternative source of water supply. The underground water storage tank shall

be approachable by the fire engine.

10. Stationary Fire Pump: Two electrically driven pumps – one each for Wet Riser and

sprinkler system with 70 meters head shall be provided for wet riser and sprinkler system

so as to give adequate pressure of 3.5 kg/cm2 at the farthest point. The standby diesel engine

driven pump of similar capacity and the two-jockey pumps – one each for wet riser and

sprinkler system shall be installed. Al the pumps shall be automatic in operation shall be

provided. The pumps shall have positive suction.

11. Automatic Sprinkler System: The system shall be installed in entire building in

accordance with BIS 15105/2002. Flow alarm switch/gang shall be incorporated in the

installation for giving proper indication/sound. The pressure gauge shall also be provided

near the testing facility. The entire system including pump capacity & head, size of pipe

network, housing control panel etc. shall be provided in accordance to relevant code. Fire

service inlet shall also be provided at ground floor level. Testing/flashing facilities shall be

provided at each floor. The wielding shall not be done for the pipe less than 50 mm diameter.

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

standards.

13. Hose Boxes, Fire Hose and Branch Pipe: Hose boxes of suitable dimension shall be

provided near each internal hydrant. Its design shall be such that it can be readily opened in

an emergency.

Each box shall contain two lengths of 63 mm diameter, 15 m length, rubber lined delivery

hoses conforming to IS:636 complete with 63 mm instantaneous coupling conforming to

IS:903 and short branch pipe conforming to IS:903 with a nozzle of 16 mm diameter.

14. Hose Reel: A hose reel near each internal hydrant containing 30 m of length of 20mm

bore terminating into a shut-off nozzle of 6.5 mm outlet connected directly to riser shall be

provided. This will conform to IS: 3844.

15. Automatic Detection System: Automatic fire detection (smoke/heat) shall be provided

in all the areas of the building and shall conform to IS: 2189/1999.

16. Portable Fire Extinguishers: The portable fire extinguishers of water CO2 type and

CO2 type ISI mark shall be provided as marked on the plans. The number of the fire

extinguishers may have to be increased later when the layout of the partition etc. is known.

All the fire extinguishers will be installed and maintained in accordance with IS: 2190-1992.

17. Public Address System: The public address system shall be provided having loud

speakers on each floor level at strategic location. The microphone, amplifier and control

switches of public address system shall be installed in the fire control room.



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

2309.

19. Intercommunication System: An emergency inter-communication system shall be

provided in the entire complex. The instrument shall be provided in the common areas on

each floor.

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

specifications.



CHAPTER 9: ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

On the basis of information provided by the Project proponent and the other data procured

from the Government Agencies, Census Report, IMD etc., and the data generated by the

Consultants and analysis of generated information, the following generalized conclusions can

be drawn.

1. In the proposed project, construction will be developed at plot area of 50791.0 m2.

2. UPSEB will provide necessary expected power demand of 5397.9 KVA to proposed group

housing. During power failure 1 x 300 KVA & 1 x 400 KVA DG Set shall be provided.

3. The water demand shall be 320.0 KLD managed by using water through borewell.

4. The total fresh water requirement would be 234.9 KLD. Total waste water of 242.0 i.e

total black (75.0 KLD) and grey water (167.0KLD) shall be treated in the 300 KLD Sewage

Treatment Plant based on FAB Technology.

5. The rain water harvesting will improve ground water quality. 08 (Eight) number of rain

water harvesting pits will be provided at proposed site to recharge the ground water.

6. Ambient air quality shall remain within the prescribed standards. The recognized

sources of air pollution in the area are transport system. Efficient Traffic Management

shall be regularized within the project to control air and noise pollution.

7. Noise level shall be maintained. For traffic noise, plantation along the traffic route shall

be provided to act as a noise barrier.

8. The 2268.0 Kg/Day generated solid waste shall be segregated at source and managed

through Lucknow Municipal Corporation at designated site.

9. At proposed project, landscape will be developed in an area covering 7630.0 m2 of the

ground with various shrubs & trees planted.

The site is advantageous for development of this project due to the following reasons:

1. The site has good provision for drainage facilities.

2. The climatic conditions are suitable.

3. The connectivity of the site by rail, road and air is very much ensured keeping in

view the existing and proposed development.

4. The easy availability of nearby residential land community facilities.

5. The landscape area along with storm water drainage and STP plant will ensure

purification of waste water respectively.

6. Surface parking provision will reduce generation of dust and air pollution within

project premises

7. Proposed site is a prominent place where an uninterrupted power supply would be

ensured.

The site is strategic for developing proposed residential building of Group Housing

“Multistory Building, Row Houses & Commercial Spaces” as part of the Development

Plan 2021.



CHAPTER 10: DISCLOSURE OF CONSULTANT

The consultants engaged for the preparation of EIA/EMP of the proposed project are M/s

SAWEN Consultancy Services Pvt. Ltd. The information about the company is as follows:

INTRODUCTION

SAWEN has provided a vast range of consultancy services; Environment Impact Assessment

Studies (EIA), Environment Management Plans (EMP), Environmental Training &

Education, R&R Survey. Environmental Audit, Bio diversity studies, Socio Economic Studies,

Mine Plans, Risk Assessment and Disaster Management, Solid Waste Management, Ground

Water Studies, Rain Water Harvesting Study, water shed management studies, water &

effluent management studies, water balance studies, land use mapping green belt designing,

zonal mapping etc. to all sectors of economy notably Government Sector, Semi –Government

Sector, Corporate Sector and reputed Private Sector.

SAWEN is a multi disciplinary professionally managed consultancy group providing

consultancy on all aspects related to Environment & Pollution control and undertake study

of environmental parameters, through two complementary companies SAWEN Consultancy

Services & SAWEN Projects & Laboratories Pvt. Ltd

Legal Status of Organization

Pvt. Ltd. Company

Date of Registration/ Incorporation

SAWEN Consultancy Services was established in the year 1993.

UTTAR PRADESH POLLUTION CONTROL BOARD REGISTRATION NO.:

G35962/21/Paryavaran/S/1/99 dated 07 .09.1999

An ISO 9001:2008 Certified Quality Standard Company

Certificate No.: RQ91/JA/254.

Certificate Issue Date: 16.08.2011

EIA CONSULTANTS ACCREDITATION SCHEME (QCI-NABET) REGISTRATION NO.: 118

NABL ACCREDITATION CERTIFICATION NO.: T-2091

SERVICES & EXPERTISE

We are monitoring environmental impact & providing services of pollution control systems

to Institution, Thermal Power Plant, New Construction projects, Highways, Township &

Area Development,

Mineral Beneficiation Plant, Chemical Fertilizers, Municipalities, UPSLRP, UPDASP, NHAI,

UPSHA, Cluster mining, Mine- surface and underground for all minerals & metals, Polymer,

distilleries, sugar industry, Leather, Petrochemical, Electroplating & other polluting

industries.

So far the following EIA/ EMP projects have been executed

Sector Numbers

Building & Large Construction 51

Township & Area Development 05

Thermal Power Plants 03

Highways 15

Sugar industry 13



Mineral Beneficiation 01

Chemical Fertilizers 04

Pulp & Paper Industry 03

Leather Industry 03

Textile Industries 03

Airport 04

Electroplating & Metal Coating 04

Food Processing 04

Minor Mineral Mining 200

Major Mineral Mining 60

PERSONNEL

SAWEN is a group backed by the vision of experienced and dedicated scientists, engineers,

and management professionals having expertise in the field of Environment, Civil,

Architecture, Structural Engineering, Chemical Engineering, Agricultural, Horticultural, &

Rural Development & Road Rehabilitation Projects.

EIA COORDINATORS

S. No. Name

1 Dr. Rajesh Kumar Singh

M.Sc.(Chem.)

Ph.D. (Chem.)

2 Dr. Dharam Raj Singh

M.Sc. (Chem.),

Ph.D (Chem.)

3 Dr. Arpita Sinha

M.Sc (Env. Science),

Ph. D (Env. Science),

PGD Env. Protection Law

NET-Lecturership

4 Pankaj Pande

M.Sc (Geology)

FUNCTIONAL AREA EXPERTS

S. No. Name Functional Area/s Applied for (as

per abbv. given below)

In-house expert/s

1 Dr. Rajesh Kumar Singh

Air Pollution Control

Water Pollution Control

Air Quality Modeling

Risk & Hazard management

2 Dr. Dharam Raj Singh Solid & Hazardous Waste Management



S. No. Name Functional Area/s Applied for (as

per abbv. given below)

3 Dr. Arpita Sinha

Solid & Hazardous Waste Management

Noise & Vibration

Soil Science

Ecology & Biodiversity

4 Mr. Satyendra Singh Socio-Economic

5 Arch. Arvind Gupta Land Use

8 Mr. Sanjay Srivastava Socio-Economic

Empanelled expert

9 Rama Shanker Shukla Land Use

TESTING LABORATORY

Name Designation Academic and Professional

Qualifications*

Experience

related to

present work

(in years)

Dr. R. K. Singh Managing

Director

Ph. D. Chemistry (Organic)

M. Sc. Chemistry (Organic) 17 years

Dr. Arpita Sinha

Management

Representative/

Quality Manager

Ph. D Environmental Sciences

M. Sc Environmental Sciences

P.G. Diploma (Environmental

Protection Law)

08 years

Mr. S. K. Singh Deputy Quality

Manager

LL.B.

B.SC. (Zoology & Botany)


Protection Law)

Diploma in Rural Development

14 years

Mrs. Kalpana

Singh

Lab Incharge /

Technical

Manager

M. Sc Chemistry (Organic)

B. Sc (Chemistry & Botany) 20 years

Mr. Anurag

Singh

Field Leader

Monitoring

B. Sc (Chemistry & Botany)

02 Years

Mr. Vikas

Thakur Field Leader

PCM Intermediate 05 Years

Mr. Pramod

Tiwari Lab Chemist

B. Sc (Chemistry & Botany) 05 Years

Ms. Anjali

Mishra

Environment

officer


Protection Law)

B.Tech.(Biotechnology)

04 Years

-End of Conceptual Plan

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