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TABLE OF CONTENT

Table No.

Description Page No.

CHAPTER 1 INTRODUCTION 1-5

1.1 PROFILE OF PROJECT PROPONENT 1

1.2 NAME AND CONTACT ADDRESS OF PROJECT PROPONENT 1

1.3 IMPLEMENTING ORGANIZATION 1

1.4 LAND DESCRIPTION& OWNERSHIP 1-2

1.5 LITIGATION(S) OR ORDERS PASSED BY ANY COURT OF LAW 2

1.6 OBJECTIVES OF THE EIA STUDY 2-3

1.7 SCOPE OF THE STUDY 3

1.8 EIA METHODOLOGY 3-4

1.9 PURPOSE OF THE EIA/EMP REPORT 4-5

1.10 STRUCTURE OF THE EIA/EMP REPORT 5

CHAPTER 2 PROJECT DESCRIPTION 6-32

2.1 GOAL AND OBJECTIVES OF THE PROPOSED PROJECT 6

2.2 SIGNIFICANCE OF PROPOSED PROJECT AT REGIONAL LEVEL 6

2.3 SIGNIFICANCE OF PROJECT AT LOCAL LEVEL 6-7

2.4 PROJECT BACKGROUND 7

2.5 SITE SELECTION CRITERIA 7-8

2.6 NATURE AND SIZE OF THE PROJECT 8

2.7 PROJECT SITE LOCATION 8-9

2.8 ENVIRONMENTAL SENSITIVITY WITHIN 10 KM & 15 KM

RADIUS OF THE PROJECT 10

2.9 SITE CONNECTIVITY 10-11

2.10 SITE AND SITE SURROUNDINGS WITHIN 500 M BOUNDARY OF

PROJECT SITE 11

2.11 PROJECT SITE PHOTOGRAPH 11-12

2.12 PROJECT COMPONENT 12-17

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2.13 UTILITIES PROPOSED DURING CONSTRUCTION AND

OPERATION PHASE 17-31

2.14 RESOURCE AND MANPOWER 31-32

2.15 PROJECT COST 32

CHAPTER 3 DESCRIPTION OF THE ENVIRONMENT 33-71

3.1 INTRODUCTION 33-37

3.2 STUDY PERIOD 37

3.3 STUDY AREA 37

3.4 BASELINE MONITORING OF ENVIRONMENTAL COMPONENT 37-60

3.5 SOCIO ECONOMIC IMPACT ASSESSMENT 60-71

CHAPTER 4 ANTICIPATED ENVIRONMENTAL IMPACTS &MITIGATION MEASURES

72-105


4.3 POLLUTION SOURCES 74-76

4.4 IMPACT IDENTIFICATION 76-81

4.5 ASSESSMENT OF ENVIRONMENTAL IMPACTS DURING

DEVELOPMENT AND CONSTRUCTION PHASE 82-91

4.6 ASSESSMENT OF THE ENVIRONMENTAL IMPACTS DURING

POST OPERATION PHASE 91-105

CHAPTER 5 ANALYSIS OF ALTERNATIVE 106-113

5.1 INTRODUCTION 106

5.2 BUILDING MATERIALS 106-108

5.3 NATURAL HAZARD PRONE AREAS 108

5.4 ENVIRONMENT FRIENDLY DEVELOPMENT 109-111

5.5 COMMUNITY ISSUES 111

5.6 ENERGY CONSERVATION 112

5.7 TRANSPORTATION 112-113

CHAPTER 6 ENVIRONMENTAL MONITORING PROGRAM 114-118


6.2 PERFORMANCE INDICTORS 114-117

6.3 DATA MANAGEMENT 118

6.4 REPORTING SCHEDULES 118

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6.5 OCCUPATIONAL HEALTH 118

6.6 INTERACTION WITH REGULATORY AUTHORITIES 118

CHAPTER 7 ADDITIONAL STUDIES 119-156


7.2 RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN 119-127

7.3 DISASTER MANAGEMENT PLAN 127-128

7.4 EMERGENCY RESPONSE PLAN (ERP) 128-129

7.5 RESPONSE IN CASE OF EARTHQUAKE 129-130

7.6 RESPONSE FOR LPG LEAKAGE 130-131

7.7 RESPONSE IN CASE OF FIRE 131-134

7.8 RESOURCE CONSERVATION 134-135

7.9 EMERGENCY PREPAREDNESS PLAN 135-139

7.10 HIERARCHY OF ELEMENTS OF MITIGATION PLAN 139-143

7.11 SOCIO-ECONOMIC IMPACT ASSESSMENT, RESETTLEMENT

AND REHABILITATION 144-156

CHAPTER 8 ENVIRONMENTAL COST BENEFIT ANALYSIS 157-158

8.1 GENERAL 157

8.2 PHYSICAL INFRASTRUCTURE 157

8.3 SOCIAL INFRASTRUCTURE 158

8.4 HEALTH & SAFETY 158

CHAPTER 9 ENVIRONMENTAL COST BENEFIT ANALYSIS 159-160

CHAPTER 10 ENVIRONMENTAL MANAGEMENT PLAN 161-188


10.2 EMP FOR AIR ENVIRONMENT 163-167

10.3 EMP FOR NOISE ENVIRONMENT 167-169

10.4 EMP FOR WATER ENVIRONMENT 169-173

10.5 EMP FOR LAND ENVIRONMENT 173-176

10.6 EMP FOR E-WASTE MANAGEMENT 176

10.7 BIOLOGICAL ENVIRONMENT 176-178

10.8 ENERGY CONSERVATION 178-179

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10.9 MANAGEMENT AND MAINTENANCE SYSTEM 179-181

10.10 ENVIRONMENTAL MONITORING PLAN 181

10.11 OVERALL MITIGATION MEASURES AND ENVIRONMENTAL MANAGEMENT PLAN

181

10.12 PROPOSED ORGANIZATIONAL STRUCTURE FOR EMP 181-188

CHAPTER 11 SUMMARY AND CONCLUSION 189-201

11.1 PROJECT BACKGROUND 189

11.2 PROJECT SITE 190

11.3 PROJECT FEATURES 190-191

11.4 ENVIRONMENTAL SETTING OF THE STUDY AREA 191-193

11.5 ENVIRONMENTAL MANAGEMENT PLAN 194-201

CHAPTER 12 DISCLOSURE OF CONSULTANTS ENGAGED 202-203

CHAPTER 13 ASSESSMENT OF ECOLOGICAL DAMAGE

REMEDIATION PLAN & NATURAL & COMMUNITY RESOURCE

AUGUMENTAION PLAN 204-227

LIST OF TABLES

Table No. Particular Page No. 2.1 (a) Detailed Area Statement 13-14 2.1 (b) FAR Breakup 14-15

2.2 Build Up Area Details 2.3 Status of Construction undertaken till date 16 2.4 Population Details 17 2.5 Calculations for Daily Water Demand 18 2.6 Waste Water Generation Calculation 18 2.7 Calculation of Solid Waste Generation 29 3.1 Meteorological Data for January 2018 38 3.2 Location of Ambient Air Quality Monitoring Stations 40

3.3 (a) Ambient Air Quality with respect to PM2.5 (January 2018) 41-42 3.3 (b) Ambient Air Quality with respect to PM10 (January 2018) 42 3.3 (c) Ambient Air Quality with respect to SO2 (January 2018) 43 3.3 (d) Ambient Air Quality with respects to NO2 (January 2018) 44 3.3 (e) Ambient Air Quality with respects to CO (January 2018) 45

3.4 Noise Level Monitoring Stations 47

3.5 Ambient Quality Standards w.r.t. Noise 48

3.6 Ambient Quality Standards w.r.t. Noise 48

3.7 (a) Soil Sample Collection Points 51

3.7 (b) Frequency and Methodology for Soil Sampling & Monitoring 52 3.7 (c) Soil Quality Data (January-2018) 52

3.8 Aspects to be covered in the study for the Project 53 3.9 Summary of data collected from various sources 54

3.10 (a) List of Plants in Buffer Zone (100 m Radius) 55 3.10 (b) List of Plants in Buffer Zone (10 Km radius) 55-56 3.10 (c) List of Species in Buffer Zone (100 m radius) 58 3.10 (d) List of Species in Buffer Zone (10 Km Radius) 58

4.1 Pollution Sources 74-76 4.2 Identification of Potential Impacts During Construction & Operation

Phase 77-79

4.3 Potential Environmental Impacts of the Project 81 4.4 Anticipated Noise Levels During Construction Phase 87 4.5 Meteorological data for the 24-hour average maximum predicted

Concentration under worst meteorological condition 96

4.6 Summary Matrix of Predicted Impacts due to Proposed Project 102-105 6.1 Table 6.1: Environmental Monitoring Plan 116-117 7.1 Activities during construction and operation along with mitigation

measures 121-123

7.2 Choice of Models for Impact Predictions: Risk Assessment 124-125 7.3 Brief of Hazard-specific Structural & Non-Structural Measures 133-134 7.4 Typical Mitigation Measures 140-143 10.1 Plantation can be used as barrier for Air Pollution 167 10.2 Standards for Occupational Exposure 168 10.3 Run-Off Coefficient Parameters 170.-171 10.4 Environmental Management Plan during construction and operation

phases of the project. 183-188

11.1 Salient Features of the project 190-191 11.2 Summary matrix of predicted impacts and mitigation measures 195-201

LIST OF FIGURES

Figure No.

Particular Page No.

1.1 Eia Methodology 4 2.1 Location Of The Project Site On 500 M Buffer Map 9 2.2 Soi Toposheet Showing 10 And 15 Km Radius Around Project Site 10 2.3 Site Photographs 12 2.4 Water Balance Diagram (Summer Season) 19 2.5 Water Balance Diagram (Rainy Season) 19 2.6 Schematic Diagram Of Stp 23 2.7 Typical Rain Water Harvesting Pit Design 26

2.8 Solid Waste Management Scheme (Construction Phase) 28 2.9 Solid Waste Management Scheme (Operation Phase) 30 3.1 Wind-Rose Diagram For January 2018 39 4.1 Elements Of Mitigation 73 4.2 Windrose Diagram 95 4.3 SPATIAL DISTRIBUTION OF 24-HOURS AVERAGE NO2

CONCENTRATIONS (µg/M3) 98

7.1 Risk Assessment-Conceptual Framework 124 10.1 Proposed Environment Management Cell Structure 182

IT PARK “GATEWAY TOWER” VILLAGE- SARAI ANANGPUR,

DISTRICT FARIDABAD, HARYANA EIA/EMP REPORT

M/s DOVE INFRASTRUCTURE PRIVATE LIMITED Page 1

CHAPTER-1

INTRODUCTION

1.1 PROFILE OF PROJECT PROPONENT

The IT Project “Gateway Tower” is being constructed by M/s. Dove Infrastructure Pvt.

Ltd. which is subsidiary company of Realtech Group & ABW group. The group is

developing an IT Project “Gateway Tower” which is located at Village- Sarai

Anangpur, District Faridabad, Haryana. The developer has successfully completed

other state of the art commercial projects with elite professionalism.

The project is designed to generate an ambience and feeling of community. Crucial

to this process is the creation of amenities and support services. It is developing

properties to become a provider of choice in real estate solutions for the customers

and will provide comprehensive services for multinational and the most reputed

Indian companies, corporations, etc.

1.2 NAME AND CONTACT ADDRESS OF PROJECT PROPONENT

The contact details of M/s Dove Infrastructure Pvt. Ltd. are as given below:

Mr. Vijay Khurana Director ABW Infrastructure, 2nd Floor, ABW Tower, IFFCO Chowk, Gurgaon, Haryana-122002 09971496909; 0124-4970155/66 [email protected]

1.3 IMPLEMENTING ORGANIZATION

The project is to be developed by M/s Dove Infrastructure Pvt. Ltd. The Project site is

located Village- Sarai Anangpur, District Faridabad, Haryana on a total land measuring

8.5 acre with an estimated built-up area of 1,40,031.558 m2.

1.4 LAND DESCRIPTION& OWNERSHIP




The proposed IT Park Project “Gateway Tower” has total plot area of 34,398.279 sq

m (8.5 Acre) and a net plot area of 33,346.049 m2 (or 8.24 acres), located in Village

Sarai-Anangpur, Faridabad, Haryana. The land details showing plot no. /Survey nos.

status of ownership of land license are attached as Annexure – III.

1.5 LITIGATION(S) OR ORDERS PASSED BY ANY COURT OF LAW / ANY

STATUTORY AUTHORITY

There is no litigation pending or orders passed by any Court of Law/any Statutory

Authority against the project. Credible Action against the project has already been

taken by the special environment court, Faridabad.

1.6 OBJECTIVES OF THE EIA STUDY

The basic objective of this EIA study is to collect the baseline data within the impact

zone so as to identify the associated impacts and propose suitable mitigation

measures due to the construction and operation of the project. The area for general

study has been identified as 10 km radius around the project. The core study area is

within 500 m radius from the boundary of the project site as per EIA Guidance

Manual for Building, Construction, Township and Area Development Projects issued

by MoEFCC (section 3.3). The objectives of the EIA study are as follows:

i. to describe the proposed project and associated works together with the

requirements for carrying out the proposed development;

ii. to identify and describe the elements of the community and environment

likely to be affected by the proposed developments;

iii. to identify, predict and evaluate environmental and social impacts expected

to arise during the construction and operation phase of the project in

relation to the sensitive receptors;

iv. to identify the negative impacts and develop mitigation measures so as to

minimize pollution, environmental disturbance and nuisance during

construction and operations of the development; and




v. To design and specify the monitoring and audit requirements necessary to

ensure the implementation and the effectiveness of the mitigation measures

adopted.

1.7 SCOPE OF THE STUDY

The study involves, detailed reconnaissance visit to the site to assess the existing

environmental baseline condition of the area, subsequent assessment of potential

impact from the construction activity and operation phase of the proposed

development in order to suggest the necessary mitigation measures, required to be

taken for the protection of the environment.

1.8 EIA METHODOLOGY

The EIA study for the proposed project has been carried out as per the guidelines of

the Ministry of Environment Forest& Climate Change (MoEF & CC) and to meet the

norms of SEIAA/SEAC, HARYANA. The EIA methodology for the project has been

described below in Figure 1.1:




Figure 1.1 EIA Methodology

1.9 PURPOSE OF THE EIA/EMP REPORT

The project falls under Item 8 (a) (Building and Construction project) Category B of

the Schedule of Environmental Impact Assessment (EIA) Notification dated

September 14, 2006 and amendments and the project proponent already has

completed half of the construction part without getting prior grant of EC so it’s the

case of violation thereto, therefore, requires Environmental Clearance from

SEAC/SEIAA HARYANA in light of the Gazette Notification No. S.O. 1030(E) dated

8th March, 2018.

Project Scoping

Identify potential sources of

Impact

Predict consequences and

likelihood of Impact

Evaluate the significance

Prepare final EIA Report

(Along with EMP and

DMP)

Investigate options for

mitigation

EC from regulatory authorities




The purpose of this report is to document the outcome of the Environmental Impact

Assessment (EIA) study for the IT Park Project located in Village Sarai Anangpur,

Tehsil & Distt. Faridabad, Haryana.

Grass Roots Research & Creation India (P) Ltd. has conducted the Environmental

Impact Assessment (EIA) study for the project in accordance with the EIA

Notification 2006 (and amendments there to) and EC application was submitted to

MoEF& CC under violation category on 19.05.2017 vide proposal no:-

IA/HR/NCP/65339/2017 after that case was considered in 4th meeting of Expert

Appraisal Committee for the proposal involving violation of EIA Notification, 2006

held on 19th -21sh February, 2018 at Ministry of Environment, Forest and Climate

Change, Indira Paryavaran Bhawan, New Delhi and Terms of Reference (ToR) was

granted by Expert Appraisal Committee, MoEF &CC vide File No:- 23-63/2018-IA-

III dated:- 16.04.2018. A copy of the ToR letter is enclosed as Annexure -1.

The project for EC application was earlier submitted to SEIAA, Haryana on 5th May

2014 the project was recommended for EC. Details of chronology is attached as

Annexure-XXIV & credible action report was initiated for the project .Details

attached as Annexure-XXV

The purpose of the EIA report is to address the information on the nature and extent

of potential environmental impacts, both negative and positive, during the

construction and operation phase of the project.

1.10 STRUCTURE OF THE EIA/EMP REPORT

The EIA/EMP Report presents the existing baseline scenario, assessment and

evaluation of the environmental impacts that may arise during the construction

and operation period. Following impact prediction, required mitigation measures

and Environmental Monitoring Plan have been formulated. The content of the

other chapters of the report is as follows:

Chapter 2:Project Description

Chapter 3: Description of Environment

Chapter 4: Anticipated Environmental Impacts and Mitigation measures




Chapter 5: Analysis of Alternatives

Chapter 6:Environmental Monitoring Plan

Chapter 7: Additional Studies

Chapter 8: Project Benefits

Chapter 9:Environmental Cost Benefit Analysis

Chapter 10: Environmental Management Plan

Chapter 11: Summary & Conclusion

Chapter 12: Disclosure of Consultants Engaged

IT PARK “GATEWAY TOWER”

VILLAGE- SARAI ANANGPUR,



CHAPTER 2

PROJECT DESCRIPTION

2.1 GOAL AND OBJECTIVES OF THE PROPOSED PROJECT

The guiding principles for the spatial development of the IT Park Project are:

An ideal hub offering world class technologies within its extent

A destination, that is the most sought after, not only for business but also for its high

standard of livability

An oasis, where nature and technology coexist in harmony and the synergy paving

way for a better future

2.2 SIGNIFICANCE OF PROPOSED PROJECT AT REGIONAL LEVEL

National Capital Region (NCR) has emerged next only to Bangalore as the commercial

hub of the nation. NCR alone accounts for over 35% of the total FDI inflows into India

(Source: CII).

NCR share is estimated to be around 20 Million sqft (of new built up area), given the

projection estimate of 2 million jobs moving to India (10% within the NCR) in the

next five years.

A large number of Fortune 100 companies are now exploring commercial facilities

from India. Within the commercial market, opportunity areas that emerged during

2002 were engineering design, biotech research, research outsourcing, customer

analytics, market research, equity research.

Areas around Delhi are the fore-runners in this success story. Faridabad has come a

long way, from being a satellite township of Delhi to being the hub for commercial,

Design companies, and MNCs dealing in software and IT services. Faridabad is fast

emerging as a commercial hub, with several large companies operating on a large

scale.

2.3 SIGNIFICANCE OF PROJECT AT LOCAL LEVEL

Achieving land potential in a rational and judicious manner is one of the prime

objectives of this development. This will be done by minimizing the impact on

environmental resources, enhancing the infrastructure quality to allow uninhibited





freedom for human resource development and provide gainful economic opportunities

for employment. Urban environment on sustainable lines will be developed by

harnessing the existing environmental resources, adopting state of the art technologies

to minimize waste generation (through recycling) and dependency on motorized modes

of transportation.

This part of the district of Faridabad is slowly experiencing new and an upgraded

emerging trend in terms of improvement in infrastructure, new roads development, etc.

As the area will achieve good connectivity through sector level roads development by

HUDA and through the existing southern peripheral road and NH-2 road and

railways/metros, hence these factors are likely to attract the commercial sectors to come

up and set their office. The proposed project will lead to following benefits:

Improvement in social infrastructure by providing additional employment

opportunities to the skilled as well as unskilled people;

Trigger growth in the district and in the region as the area will be developed

and will result in associated development;

The planned development with modern infrastructure facilities and source of

income would improve quality of life of local community.

2.4 PROJECT BACKGROUND

The proposed IT Park Project is to be developed by M/s Dove Infrastructure Pvt. Ltd. The

developer has successfully completed state of the art commercial projects with elite

professionalism. The proposed project is to be located in Village Sarai - Anangpur, Tehsil &

District Faridabad, Haryana on total land measuring 8.5 acre.

2.5 SITE SELECTION CRITERIA

The siting of developmental projects in India is managed by Siting Guidelines for

activities and projects delineated by the MoEFCC and the CPCB. The overall purpose

of the guideline is to aid project proponents in judiciously selecting project sites,

keeping in mind various environmental settings.

The proposed site is selected as per the sitting guidelines. The project site and site

surrounding areas do not have any ecological sensitive area and will be designed to





minimize the environmental impact associated with the development.

The design brief places a strong emphasis on achieving a high level of environmental

performance, durability, and healthy indoor air quality through integrated design, best

practices and emerging technologies. Sustainability is integrated into all phases of the

design process using an integrated approach which balances social, economic, and

environmental factors.

2.6 NATURE AND SIZE OF THE PROJECT

The IT Park Project will be developed over a total area of 34,398.279 m2 (8.5 acre) and

a net plot area of 33,346.044 m2 (8.24 acre) and estimated built-up area of 1,40,031.558

m2 in Village Sarai Anangpur, Tehsil & Distt. Faridabad, Haryana.

The proposed project will comprise of office blocks. It will also involve development of

internal roads, sewer and storm water pipe network, waste management system, etc.

along with landscape areas within the project premises.

2.7 PROJECT SITE LOCATION

The proposed project site is strategically located within the National Capital Region

(NCR) of New Delhi, in the State of Haryana. The site falls in the Village Sarai-

Anangpur, Faridabad district of State Haryana. The site is advantageously connected

through NH-2/Mathura Road which is adjacent to the project site.

The nearest railway station is Tughalkabad Railway Station, about 1.79 km away from the

project site in NNE direction. Indira Gandhi International Airport is 21.51 km away in NW

direction.

The location of the proposed project site on the 500m Buffer Map and SoI Toposheet is

given in Figure 2.1 and Figure 2.2 respectively.





Figure 2.1 Location of the Project Site on 500 m Buffer Map




M/S DOVE INFRASTRUCTURE PRIVATE LIMITED Page 10

2.8 ENVIRONMENTAL SENSITIVITY WITHIN 10 KM AND 15 KM

RADIUS OF THE PROJECT SITE

The map showing environment sensitivity within a radius of 10 km 15 km of the

project site is shown in Figure 2.2.

Fig. 2.2: SOI Toposheet Showing 10 and 15 km radius around Project site

2.9 SITE CONNECTIVITY

The connectivity of the site is as follows:

Road – At present the main connecting road to the site is Mathura Road (NH-2) located

adjacent to the project site, in W.

Rail –– The site is well connected to the rail network through the northern railway main

line and the nearest railway station is Tughalkabad Railway Station at a distance of about

1.79 kms towards the NNE direction. The existing nearest metro station to the site is





Badarpur which is located at a distance of approximately 0.31 km (NW).

Air – The nearest airport from the site is Indira Gandhi International Airport, located at

a distance of 21.51 km towards the North West (NW) side of the project site.

2.10 SITE AND SITE SURROUNDINGS WITHIN 500 M BOUNDARY OF

PROJECT SITE

The proposed site is an undulating terrain with considerable variation in the highest and

lowest contour level. The site slopes slightly from West towards East. The site

surroundings comprise of rural setup and the land use in the surrounding area comprises

of villages with residential set up and barren land. The details of the surrounding

features have been given below

North: On the northern side of the project site, Block G of the Vishwakarma Colony is

located at a distance of approx. 0.05 km.

South: 10 meter wide Bypass road is situated adjacent to the project site towards the

south (S) direction.

East: Block D of Molar Band Extension lies at a distance of approx. 0.2 kms in the East

direction.

West: 55 meter wide NH-2 (Mathura Road) is situated adjacent to the project site

towards the south (S) direction.

2.11 PROJECT SITE PHOTOGRAPH

The photographs of the project site are shown below in Figure 2.3.





Back view of the Block A (59.1% constructed)

Side view of the Block B (75.22%

constructed)

Side view of the already constructed Block B

Back view of the Block B

Figure 2.3 Site Photographs

2.12 PROJECT COMPONENT

2.12.1 Development Concept

The planning of the proposed commercial development has been largely governed by the

manmade and the natural attributes of site. The proposed project will comprise of:-

a) Offices Blocks





Three level basements are proposed to be developed for the said project.

Pedestrian pathways and footpaths of adequate widths are provided for pedestrian safety

and to reduce the vehicular movement within the site.

2.12.2 Land Use Distribution and Area Statement

The proposed project has total area of 34,398.279 m2

(or 8.5 acres). However the net plot

area is 33,346.049 m2

(or 8.24 acres), located at village Sarai-Anangpur, District

Faridabad, State Haryana.

The detailed area statement is provided below in Table 2.1 and Table 2.2.

Table 2.1 (a) Detailed Area Statement

S. NO. PARTICULARS AREA (IN M2)

1. Total Plot Area 34,398.279

2. Net Plot Area 33,346.044

3. Commercial Area (@ 4% of the Net Plot Area) 1,333.842

4. IT Area (@ 96% of the Net Plot Area) 32,012.202

5. Permissible Ground Coverage (@ 40% of the Net

Plot Area)

13,338.418

6. Proposed Ground Coverage (@ 39.95% of the Net

Plot Area)

13,323.818

7. Permissible FAR

IT (@ 2.50 of the IT Area)

Commercial (@ 1.50 of the Commercial

Area)

82,031.267

80,030.505

2,000.762

8. Proposed FAR

IT (@ 2.50 of the IT Area)

Commercial (@ 1.48 of the Commercial

Area)

82,007.563

80,030.505

1,977.048

9. Built Up Area 1,40,031.558

10. Landscape Area (@ 30% Net Plot Area)

Shelter belt (@ 10%)

Avenue plantation (@ 10%)

Herbs, shrubs parks, landscaping, and climber

10,003.812

3,334.604

3,334.604

1,667.302





plants (@ 5 %)

Water body (@ 5%)

1,667.302

11. Basement area

Basement Area (Level 1)



36,702.467

17,021.947

17,021.947

2,658.573

12. Stilt Area 13,323.9

13. Multi-Level Parking Area Block D (Ground to 4th

Floor)

11,236.80

14. Maximum Height of Building (meters) 64.6

Table 2.1 (b): FAR Breakup

FLOORS TOWER A

(G+15)

TOWER B

(G+10)

TOWER C

(G+2)

TOTAL

Stilt Floor-I 179.961 254.928 60.971 495.86

Stilt Floor-II 179.961 254.928 60.971 495.86

Ground Floor 2,862.453 3,071.008 977.84 6,911.301

First Floor 2,862.453 3,071.008 977.84 6,911.301

Second Floor 2,862.453 3,071.008 977.84 6,911.301

Third Floor 2,862.453 3,071.008 5,933.461

Fourth Floor 2,862.453 3,071.008 5,933.461

Fifth Floor 2,862.453 3,071.008 5,933.461

Sixth Floor 2,862.453 3,071.008 5,933.461

Seventh Floor 2,862.453 3,071.008 5,933.461

Eighth Floor 2,862.453 3,071.008 5,933.461

Ninth Floor 2,862.453 3,071.008 5,933.461

Tenth Floor 2,862.453 1,572.995 4,435.448

Eleventh Floor 2,862.453 2,862.453

Twelfth Floor 2,862.453 2,862.453

Thirteenth Floor 2,862.453 2,862.453

Fourteenth Floor 2,862.453 2,862.453

Fifteenth Floor 2,862.453 2,862.453





TOTAL 46,159.17 32,792.931 3,055.462 82,007.563

Table 2.3 Status of Construction undertaken till date





S.

NO.

TOWER

NO./NAME

APPROVED AS

PER BUILDING

PLAN (FLOOR-

WISE)

CONSTRUCTION

CARRIED OUT

TILL DATE

(FLOOR-WISE)

APPROVED

AS PER

BUILDING

PLAN (AREA-

WISE)

CONSTRUCTION

CARRIED OUT

TILL DATE (AREA-

WISE)

CONSTRUCTION

CARRIED OUT (%)

1 BLOCK A

(ABW)

2 Basements + 2

Stilts + G +

15 Floors

2 Basements + G + UG

8 Floors 46,159.17 m2 27,283.265 m2 59.10 %

2 BLOCK B

(REALTECH)

2 Basements + 2

Stilts + G +

10 Floors

2 Basements + G + UG

10 Floors 32,792.931 m2 24,665.23 m2 75.22 %

3 BLOCK C

(REALTECH)

2 Basements + 2

Stilts + G +

2 Floors

No Construction 3,055.462 m2 0 m2 0 %

4 BLOCK D

(MULTI LVL.)

G + 4 floors

No Construction 11,236.80 m2 0 m2 0 %

5 1ST

BASEMENT 17,021.947 m2 13,022.665 m2 76.50 %

6 2ND

BASEMENT 17,021.947 m2 11,163.840 m2 65.58 %

7 3RD

BASEMENT 2,658.573 m2 0 m2 0 %

8 STILT AREA 13,323.818 m2

(-3239.09 m2)

869.778 m2

(-869.778 m2) 6.5%

TOTAL 1,40,031.558 m2

76,135 m2 54.37 %





2.12.3 Project Site Section and Elevation

The maximum height of the building is 70.6 m including 6m DG sets stack height.

The permission for building height has been obtained from Airport Authority of India

(AAI), copy enclosed as Annexure-IV.

The section and elevation plan is attached as Annexure-V.

The details of population are given below in Table 2.4.

Table 2.4: Population Details

S. No. Unit Type Area PPU Total Population

1. Office Population 80,030.505 10m2/ person 8,003

Staff 90% of the Office Population 7,203

Visitors 10% of the Office Population 800

2. Commercial

Population

1,977.048 3m2/person 659

Staff 10% of the Office Population 66

Visitors 90% of the Office Population 593

Grand Total (1 + 2) 8,662

2.13 UTILITIES PROPOSED DURING CONSTRUCTION AND OPERATION

PHASE

The infrastructure facilities planned for the project are highlighted in following sub-

sections and explained in detailed under Chapter 6.

2.13.1 Water Requirement and Supply

2.13.1.1 Water Requirement

During the operation phase, total water demand for the project is about 262 KLD. The

daily water demands of the proposed project are given below in Table 2.4:





Table 2.5 Calculations for Daily Water Demand

S.

N

o.

Description

Occupancy

Rate of water demand

(lpcd)

Total Water Requirement (After

Revision)

A. Domestic Water Fresh Flushing Fresh Flushing Total

1. Office Population

Staff 7,203 @15 lpcd @15 lpcd 108 108 216

Visitors 800 @ 5 lpcd @5 lpcd 4 4 8

2. Commercial Population

Staff 66 @15 lpcd @15 lpcd 1 1 2

Visitors 593 @ 5 lpcd @5 lpcd 3 3 6

116 KLD 116 KLD 232 KLD

Total Domestic Water Demand = 232 KLD

B. Horticulture 10,003.812

m2

3 l/sqm 30 KLD

Grand Total (A+B+C) = 262 KLD

Table 2.6: Waste Water Generation Calculation

DOMESTIC WATER REQUIREMENT 232 KLD

Fresh 116 KLD

Flushing 116 KLD

Waste water generated [@80% fresh + 100% flushing] 23.2 + 116 = 139.2 Say

139 KLD

STP Capacity 170 KL





FIGURE 2.4: WATER BALANCE DIAGRAM (SUMMER SEASON)

@ 100%

SULLAGE GENERATED = (139 KLD + 10 KLD)

STP CAPACITY = 170 KL

Treated effluent

FRESH WATER (116 KLD)

FLUSHING (116 KLD)

Treated Water from HUDA

(21 KLD)

116 KLD

9 KLD

@ 80%

HORTICULTURE* (30 KLD)

Wastewater

@ 9

0%

of

13

9 K

LD

= 1

25

K

LD

EVAPORATED WATER (1 KLD)

(2 % of total untreated water)

WET SLUDGE (13 KLD)

(98% of total untreated water)

@ 1

0%

of

13

9 K

LD

= 1

4

KL

D

@ 80% 10 KLD

13 KLD

1 KLD

*Considering horticulture water demand @ 3l/sqm





FIGURE 2.5: WATER BALANCE DIAGRAM (MONSOON SEASON)

@ 100%



Treated effluent


FLUSHING (116 KLD)

Discharge to Sewer (4 KLD)

116 KLD

5 KLD

@ 80%


Wastewater

@ 9

0%

of

13

9 K

LD

= 1

25

K

LD



WET SLUDGE (13 KLD)


@ 1

0%

of

13

9 K

LD

= 1

4

KL

D

@ 80% 10 KLD

13 KLD

1 KLD

*Considering horticulture water demand @ 0.5l/sqm

4 KLD





Figure 2.6: WATER BALANCE DIAGRAM (WINTER SEASON)

Sullage Generation & Treatment

It is expected that the project will generate approx. 139 KLD of wastewater. The wastewater

will be treated in onsite STP of 170 KL capacity. The treated effluent will be reused for

flushing & horticulture. Surplus treated effluent will be discharged to external sewer.

10% of the waste water that is to be treated is removed from the STP in form of sludge as

well as vapors.

Out of this 10%, approx. 98% of the untreated waste water is removed as wet sludge,

which is then dewatered by passing through a filter press and extracted water is added back to

the collection chamber of the STP. Somewhat around 40% of the moisture of the sludge is

retained, and the sludge thus generated is further processed by drying the same on a non-

permeable bed, which upon drying can be used as manure in the green area provided within

the project site. The wet sludge is generally removed during the processes of primary

treatment, secondary treatment and tertiary treatment or scrubbed off of the collection tank.

Remaining 2% of waste water is evaporated from the system during treatment process and

thus cannot be converted into sewage.

@ 100%



Treated effluent


FLUSHING (116 KLD)

Treated Water from HUDA

(9 KLD)

116 KLD

9 KLD

@ 80%


Wastewater

@ 9

0%

of

13

9 K

LD

= 1

25

K

LD



WET SLUDGE (13 KLD)


@ 1

0%

of

13

9 K

LD

= 1

4

KL

D

@ 80% 10 KLD

13 KLD

1 KLD

*Considering horticulture water demand @ 1.8 l/sqm





2.13.1.2 Water Source

During construction phase, STP treated effluent was provided through Private Water

Tankers by HUDA. During operation phase, the source of fresh water supply will be

HUDA.

2.13.2 Sewage System

During the Construction Phase, waste water generated from labour camp & project site,

which was disposed off through mobile type toilets/modular STP. During Operation

Phase, it is expected that the project will generate approx. 139 KLD of waste water

which will be treated in existing STP of capacity 170 KL. The treated effluent from

existing STP will be reused within project site for flushing, horticulture, DG cooling

to achieve zero exit discharge.

2.13.2.1 STP DESIGN

FAB TECHNOLOGY

Sewerage System

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

the sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the present

circumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization

of the treated waste water.

Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant shall be rich in organic content

and an excellent fertilizer for horticultural purposes.

a. Sullage Details

(a) Daily load : 139 KLD

(b) Duration of flow to CSTP : 24 hours

(c) Temperature : Maximum 32oC

(d) pH : 7 to 9.5

(e) Colour : Mild

(f) T.S.S. (mg/l) : 100-400 mg/l

(g) BOD5 (mg/l) : 200-300 mg/l





(h) COD (mg/l) : 500-700 mg/l

b. Final discharge characteristics

(a) pH : 6.5 to 7.5

(b) Oil & Grease : <10 mg/l

(c) B.O.D. : <10 mg/l

(d) C.O.D. : <50mg/l

(e) Total Suspended Solids : <10 mg/l

c. Treatment Technology

The technology is based on attached growth aerobic treatment followed by clarification by a

tube settler. Lime will be dosed in for suppression of foaming tendencies. The clarified water

will be filtered in a pressure sand filter after dosing of coagulant (alum) for removal of

unsettled suspended impurities. This water will be passed through an activated carbon filter

for removal of organics. The filtered water from ACF is then UV treated& stored in the

flushing tank.

The attached growth fluidized aerobic bed reactor (FAB) process combines the biological

processes of attached & suspended growth. It combines submerged fixed film with extended

aeration for treatment of the waste water.

The waste water after screening is collected in an equalization tank. The equalization tank is

required for preventing surges in flow & facilitating equalization of characteristics over the

entire quantity of effluent in a given time. A provision for pre-aeration is made in the

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

The equalized sewage is then pumped into the FAB reactor for biological processing. The

water enters the bottom of the reactor & flows up through the fixed film media which grossly

enhances the hydraulic retention time & provides a large surface area for growth of biological

micro – organisms. The FAB reactor is aerated by fine pore sub – surface diffusers which

provide the oxygen for organic removal. The synthetic media floats on the water & the air

agitation ensures good water to micro-organism contact.

The FAB treatment is an attached growth type biological treatment process where in, the

majority of biological activity takes place on the surface of the PVC media. Continuous

aeration ensures aerobic activity on the surface of the media. Micro – organisms attach

themselves on the media & grow into dense films of a viscous jelly like nature. Waste water





passes over this film with dissolved organics passing into the bio-film due to concentration

gradients within the film. Suspended particles & colloid may get retained on this sticky

surface where they are decomposed into soluble products. Oxygen from the aeration process

in the waste water provides oxygen for the aerobic reactions at the bio-film surface. Waste

products from the metabolic processes diffuse outward & get carried away by the waste water

or air currents through the voids of the media.

The aerated effluent passes into a tube deck settler for clarification. The theory of gravity

tube settler system is that the carrier fluid maintains laminar flow in the settling media at

specified maximum viscosity. These two parameters of a carrier fluid, flowing through a

hydraulic configuration, will determine the velocity gradients of the flow, the height of

boundary layer at the inclined surface and the residence time within the media.

The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than 1000

and preferably, a number under 400. The laminar flow, through the inclined tubes, will

produce velocity gradients sufficiently large to form an adequate boundary layer, where the

velocity of fluid approaches zero. Boundary layers are necessary in functioning tube settlers,

to allow suspended solids to separate from the viscous carrier fluid. Under gravitational

forces, they will settle to the hydraulic surface of the tube and subsequently from the clarifier

media.

Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually

discharged down. This downward rolling action increases particle contact and hence further

agglomeration, which increases the sludge settle ability. Studies show that these

agglomerated sludge particles can have a settling rate in excess of ten times the settling rate

of the individual floc particles in the influent. These heavy agglomerated masses quickly slide

down the 60 degree inclined tube and settle at the bottom of the tank.

At the bottom of the Tubedeck, where the sludge leaves the Tube surface, the larger

agglomeratedcaptures smaller particles in the upcoming stream. This solid contact

phenomenon greatly enhances the capture efficiency.

Stages of Treatment: The treatment process consists of the following stages:

Equalization

Bio- Degradation

Clarification & Settling

Filtration





Figure 2.7: Schematic Diagram of STP

Sewer System

The alignment and slope of the sewer line will follow the road network, drains or natural

ground surface and will be connected to the trunk sewers. The discharge point will be a

treatment plant, a pumping station, a water course or an intercepting sewer. Pumping stations

would be provided at places where the natural slope of the terrain is insufficient to permit

gravity flow or the cost of excavation is uneconomical to do the same.

2.13.3 Rainwater Harvesting System

The storm water collection system for the premises shall be self-sufficient to avoid any

collection/stagnation and flooding of water. The amount of storm water run-off depends upon

many factors such as intensity and duration of precipitation, characteristics of the tributary

area and the time required for such flow to reach the drains. The drains shall be located near





the carriage way along either side of the roads. Taking the advantage of road camber, the

rainfall run off from roads shall flow towards the drains. Storm water from various plots/shall

be connected to adjacent drain by a pipe through catch basins. Therefore, it has been

calculated to provide 8 rainwater harvesting pits at selected locations, which will catch the

maximum run-off from the area.

1) Since the existing topography is congenial to surface disposal, a network of storm

water pipe drains is planned adjacent to roads. All building roof water will be brought

down through rain water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at

regular intervals for rain water harvesting and ground water recharging.

3) The peak hourly rainfall of 45 mm/hr shall be considered for designing the storm

water drainage system.

4) For basement parking, the rainwater from ramps will be collected in the basement

storm water storage tank. This water will be pumped out to the nearest external storm

water drain.

Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak

hourly rainfall has been considered as 45 mm/hr. The recharge pit of effective diameter and

depth, of a Recharge pit is 3 m and 4 m respectively is constructed for recharging the water.

The ground water level in the area is 40-52 meters bgl. The bottom of the recharge structure

will be kept 5 m above the water table. At the bottom of the recharge well, a filter media is

provided to avoid choking of the recharge bore. Design specifications of the rain water

harvesting plan are as follows:

Catchments/roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be damaged

allowing release of material into the water. Roof painting has been avoided since most

paints contain toxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be

installed. Most of the debris carried by the water from the rooftop like leaves, plastic

bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent





contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is

flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been

connected to the system.

Calculations for storm water load

Roof-top area = Ground Coverage = 13,323.818 m2

Green Area = 10,003.812 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area)

= 33,346.044 – (13,323.818 + 10,003.812)

= 10,018.414 m2

Runoff Load

Roof-top Area = 13,323.818 × 0.045 × 0.9

= 539.61 m3/hr

Green Area = 10,003.812× 0.045 × 0.2

= 90.03 m3/hr

Paved Area = 10,018.414 × 0.045 × 0.7

= 315.58 m3/hr

Total Runoff Load = 539.61 + 90.03 + 315.58 m3/hr

= 945.22 m3/hr

Taking 20 minutes Retention Time, Total volume of storm water = 945.22/3

= 315.07 m3

Taking the effective dia and depth of a Recharge pit 3 m and 4 m respectively,

Volume of a single Recharge pit = π d2h/3 = 3.14 × 3 × 3 × 4 / 3 = 37.68 m

3

Hence No. of pits required = 315.07/37.68 = 8.36 Pits Say 8 Pits.

As 1 pit/acre is required so, total 8 rain water harvesting pits will be required for 8.24

acre land.

Total of 8 Rain Water Harvesting pits are provided for artificial rain water recharge

within the project premises.





FIGURE 2.8: TYPICAL RAIN WATER HARVESTING PIT DESIGN

2.13.4 Power Requirement and Supply

The power supply shall be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN). The

connected load for the IT Project will be approx. 7,125 KVA.

There is provision of 5 no. of DG sets of 4 X 1500 KVA & 1 X 1000 KVA (standby)

capacity each for power back up in the IT Project.

The DG sets will be equipped with acoustic enclosure to minimize noise generation and

adequate stack height for proper dispersion.

2.13.5 Parking

Adequate provision will be made for car/vehicle parking at the project site. There shall also

be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth

movement at the site.

Parking Required:

As per MoEF Norms:

For Commercial facilities = 1 ECS/50 m2 FAR area





= 82,007.563/50 = 1,640 ECS

Total parking required as per FAR area = 1,640 ECS

As per Haryana bye-laws (as per approved Zoning Plan):

For Commercial Facilities = 1 ECS/40 m2 of FAR

= 82,007.563/40 = 2,051 ECS

Total Parking required = 2,051 ECS

Parking Proposed:

Area proposed for Open parking (Mechanical Parking) = 6,750 m2

Area required for 1 ECS of open parking = 25 m²

Parking proposed for open parking (Mechanical Parking) = 270 + 270 = 540 ECS

Area proposed for stilt parking = 12,332.18 m2

Area required for 1 ECS of stilt parking = 30 m2

Parking proposed for stilt parking = 411 ECS

Area proposed for basement I parking = 14,468.654 m2

Area required for 1 ECS of basement I parking = 35 m2

Parking proposed for basement I parking = 413 ECS

Area proposed for basement II parking = 14,468.654 m2

Area required for 1 ECS of basement II parking = 35 m2

Parking proposed for basement II parking = 413 ECS

Area proposed for basement III parking = 2,257.335 m2

Area required for 1 ECS of basement III parking = 35 m2

Parking proposed for basement III parking = 65 ECS

Area proposed for Mechanical parking (Ground to 4th

Floor) = 11,236 m2

Area required for 1 ECS of Mechanical parking = 18 m2

Parking proposed for Mechanical parking = 624 ECS

Total Parking proposed = 540 + 411 + 413 + 413 + 65 + 624

= 2,466 ECS

Total parking proposed is 20% more than MoEF Norms & Haryana bye laws.

2.13.6 Municipal Solid Waste Management

Solid waste would be generated both during the construction as well as operation phase. The

solid waste generated during the construction phase was comprise of excavated materials,





used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be

followed for the management solid waste:

Construction yards are proposed for storage of construction materials.

The excavated material such as topsoil and stones will be stacked for reuse during

later stages of construction

Excavated top soil will be stored in temporary constructed soil bank and will be

reused for landscaping.

Remaining soil shall be utilized for refilling / road work / rising of site level at

locations/ selling to outside agency for construction of roads etc.

Figure 2.9: Solid Waste Management Scheme (Construction Phase)

During the operation phase, waste will comprise of domestic as well as landscape waste. The

solid waste generation shall be approx. 2,026 kg per day (@ 0.25 kg per capita for Office

Employee, @ 0.15 kg per capita per day for the visitor, 0.25 kg per capita per day for the

maintenance staff members, landscape waste @ 0.2 kg/acre/day).

Table 2.7: Calculation of Solid Waste Generation

Solid Waste

Construction

Waste

Construction waste,

Broken Bricks,

Waste Plaster

Empty Cement

Bags

Used in re-filling,

raising site level

Sold to agency for

recycling

Excavated Soil

Top soil conserved for landscaping,

balance used in re-filling





S. No. Category kg per capita per day Waste generated

(kg/day)

1. Staff 7,269 @ 0.25 kg/day 1,817

2. Visitors 1,393 @ 0.15 kg/day 209

3. Landscape waste

(2.471 acres)

@ 0.02 kg/acre/day 0.049

TOTAL SOLID WASTE GENERATED 2,026.049 kg/day Say

2,026 kg/day

Following arrangements will be made at the site in accordance to Municipal Solid Wastes

(Management and Handling) Rules, 2016.

Collection and Segregation of waste

1. The local vendors will be hired to provide separate colored bins for dry recyclable

and bio-degradable waste.

2. For waste collection, adequate number of colored bins (Green and Blue & dark

grey bins– separate for Bio-degradable and Non Bio-degradable) are proposed to

be provided at the strategic locations within the project site.

3. Litter bin will also be provided in open areas.

Treatment of waste

Bio-Degradable waste

1. Bio-degradable waste will be subjected to composting by organic waste converter and

the compost will be used as manure.

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

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

purpose.

Recyclable waste

i. Grass Recycling – The cropped grass will be spread on green area. It will act as

manure after decomposition.

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

iii. E-waste will be disposed through local approved e-waste recycling agency.

Disposal





Recyclable and non-recyclable waste will be disposed through approved agency.

Solid waste management Scheme is depicted in the following figure:

Figure 2.10: Solid Waste Management Scheme (Operation Phase)

2.13.8 Energy Conservation Measures

Appropriate energy conservation measures & management plan will be adopted in order to

minimize the consumption of non-renewable fuel.

The details of measures adopted along with details of percentage saving are described in

the Environment Management Plan (Chapter – 6).

2.13.9 Fire Safety Facilities

Firefighting system will be designed as per the provisions of National Building Code

(NBC) of India 2005 and Fire Protection Manual issued by Tariff Advisory Committee

and the latest Indian and International standards/codes. The fire protection system will

cover the entire internal and external premises of the buildings.

Following systems are planned to be provided for the building:

>An automatic sprinkler system,

>External yard hydrant system,

>Hose reel system

>Fire extinguisher system





>Fire water storage system, etc

2.13.10 Building Materials and Technologies for Construction

The building materials will be purchased from reputed local manufacturers with valid test

certificates only and preference with be given to local markets. All material will be

delivered to site and shall be processed for final installation at site only. List of building

materials being used at site:

1. Coarse sand

2. Fine sand

3. Stone aggregate

4. Stone for masonry work

5. Cement

6. Reinforcement steel

7. Pipe scaffolding (cup lock system)

8. Bricks

9. CLC fly ash blocks

10. Crazy (white marble) in grey cement

11. P.V.C. conduit

12. MDS, MCBs

13. PVC overhead water tanks

14. 2 1/2'’ thick red colour paver tiles

15. PPR (ISI marked)

16. PVC sullage lines

17. S.W. sewer line up to main sewer

18. PVC rain water down take

19. Stainless steel sink in kitchen

20. Joinery hardware- ISI marked

2.14 RESOURCE AND MANPOWER

To the maximum extent possible, local labor shall be employed during construction phase.

However, semi-skilled manpower and technical personnel will be hired from outside.

During the peak period of construction, approximately 400 labor will be hired for the

proposed development, out of which mostly will be hired from nearby areas and few of





them will be residing in labour camp that will be developed on temporary basis & will

destroy the same after completion of construction phase.

2.15 PROJECT COST

The total project cost including the land cost and construction cost is INR 195.75 Crore.

IT PARK “GATEWAY TOWER” VILLAGE- SARAI ANANGPUR, DISTRICT FARIDABAD, HARYANA EIA/EMP REPORT


CHAPTER-3

DESCRIPTION OF ENVIRONMENT

3.1 INTRODUCTION

This chapter describes the existing environmental settings in the study area. In order to identify

any potential impact on and to the natural and socioeconomic environment, it is essential to have

a thorough understanding of the nature of the existing environment prior to commencement of

the proposed activities. This acts as a need to characterize the existing baseline environmental

and socio-economic conditions through primary monitoring, undertaking focused surveys and

the collection of secondary information from various published sources. The major purposes of

describing the environmental settings of the study area are:

· To assess the existing environmental quality, as well as the environmental impacts of the

future developments being studied;

· To identify environmentally significant factors or geographical areas that could preclude

any future development.

Additional purposes of the baseline studies are to provide sufficient information so that decision

makers alien with the general location can develop an understanding of the project.

The project needs Environmental characteristics of the study area.

The following section describes the environmental setting of the site, period, components and

methodology for the baseline studies in detail.

3.1.1 METHODOLOGY OF CONDUCTING BASELINE STUDY

The guiding factors of the present environmental baseline study are the requirements laid down

by the Central Pollution Control Board (CPCB) and guidelines as per the Environmental Impact

Assessment Notification.

Baseline environmental data generation for air, noise and soil quality monitoring at and around

the project site of January 2018 has been prepared for the project.

The baseline environmental monitoring has been carried out during pre-monsoon season of

January 2018 for a period of one month and the data have been used for EIA study.



The environmental baseline monitoring has been carried out through MoEF&CC/NABL

accredited laboratory GRC Analytical Laboratory Pvt. Ltd. For the purpose of the EIA study, the

general impact zone for the proposed implementation shall confine within a radius of 10 km and

specific impact within the project area from the center of the project site.

The studies were conducted by considering the following:

The various environmental attributes were divided into primary and secondary studies.

Primary attributes such as micro-meteorology, air environment, water, soil, noise, traffic,

flora and fauna and socio-economic aspects were assessed and on-site monitoring and review

of the past studies conducted; and

Secondary attributes such as land use studies, geology, physiological characteristics have

been assessed by literature review of studies conducted in the past and by various

government publications.

The baseline studies started with reconnaissance survey and site visits in the study area for

fixing the monitoring locations for collecting the primary data. Various Government, Semi-

Government departments were approached for getting information for the secondary data

generation.

3.1.2 CRITERIA FOR BASELINE ENVIRONMENT STUDY

For the purposed of EIA study, the study area has been classified into general study area and core

study area. The general study area extend upto 10 km radius from the site and has been studied

for any likely general impacts. The core area for the proposed implementation shall confined

within a radius of 500 m from the boundary of the project site, since the nature of the project is

such that most of the potential impacts are likely to occur within this area.

Environmental baseline monitoring has been conducted during pre-monsoon season of January

2018 for a total period of one month (January 2018 ). The location of the baseline monitoring has

been selected with respect to proposed land-use and environmental susceptibility of the critical

areas.



3.1.3 COMPONENTS AND PARAMETERS FOR BASELINE ENVIRONMENTAL

STUDY

The various components studied as a part of the baseline study are discussed in the following

sections components:

· Physical Environment

· Air Environment

· Noise Environment

· Water Environment

· Land Environment

· Ecological Environment

· Socio-Economic Environment

The different parameters studied w.r.t. above components are furnished in below:

S. No. Components Parameters 1 Physical

Environment:

Land Use Pattern Landuse within 10 km radius from the project Site Landuse within project Site Geography &

Topography General terrain

Relief / Contour, Slope & Terrain of Project Site

Geology

General Geology of the Area Sub-surface Geology

Geotechnical Investigations at Site Tectonics Seismo-tectonic & nature of the study area

Cyclones and Storm Surges

Cyclones and / or storm surges within 10 km Radius from the project Site

Mineral Resources Mineral resources of the area and the site Drainage Drainage pattern within 500 m radius of project site Cropping Pattern Cropping Pattern 2 Air Environment:

Meteorological Data

Secondary data for climatic aspects collected from nearest IMD station - temperature, precipitation, wind speed, wind rose, atmospheric stability and mixing height.



Primary data for climatic aspects collected by onsite meteorological monitoring conducted during winter season of 2018 for one month for relative pressure, temperature, precipitation, humidity, wind speed and wind direction

Ambient Air Quality

Ambient air quality monitoring at identified locations

Parameters: PM10, PM2.5, SO2, NOx, and CO

Frequency: 24 hourly samples for PM10, PM2.5 & 8 hourly samples for SO2, NOx, and 1 hourly sample for CO - 2 times a week for one season

Location: Five Locations

3 Noise Environment:

Ambient Noise Quality

Ambient noise quality monitoring at identified locations (Leq day, Leq night)

Frequency: Continuous monitoring for one day (24 hourly)

Parameters: Equivalent Noise level in dBA (Leq day & Leq Night)

Location: Five Locations (same as Ambient Air Quality Monitoring Locations)

4 Water Environment:

Ground Water Resources and Availability

Ground water resources in the study area, depth of water table Hydro- geology within project site

Vertical Electric Soundings (VES) test to know the groundwater regime in the project site.

Surface Water Resources and Availability

During Construction

During operational

Alternate Sustainable Water Management Strategies

Water Quality

Groundwater quality near the project site monitored and compare with

Construction water quality test and compare with IS 456:2000 standards

5 Land Environment

Soil

Study the soil profile of the study area by collecting one grab soil a samples from the project site.

Soil type & Characteristics



Soil Porosity and Permeability

Sub Soil Permeability

Inherent Fertility

6 Biological Environment:

Habitat Assessment Assessment of habitation within the project site

Terrestrial Ecology

Study of flora with 10km radius and project area

Study of flora within 10km radius and project area 7 Socio economic

Environment

General Socio-Economic profile

Demographic profile

Economic activity and livelihood pattern

Existing Physical & Social Infrastructure Facilities in the region

3.2 STUDY PERIOD

Baseline environmental data generation for air, noise and soil quality monitoring around the

project site was conducted from January 2018. Apart from field monitoring, additional data was

also collected from secondary sources like Irrigation Department, India Meteorological

Department (IMD), Central Ground Water Board, Geological Survey of India, State Ground

Water Department, State Pollution Control Board, Census of India and Local Forest Department,

Non -Governmental Agencies, etc.

3.3 STUDY AREA

As per the Faridabad Master/Development Plan 2031, the site is earmarked for development of a

commercial project. The present report covers baseline environmental data generated in the study

area (10 km radius) all around the project site for land use and the sample selection for monitoring

are done within 10 km radius of the project site. Toposheet image showing the project site within

10 km surroundings is enclosed refer Annexure-VI.



For biological studies, considering the ecological connectivity and widespread habitats of

wildlife, a 15 km radius around the project area has been considered for secondary data collection

and the map showing the same is attached as Annexure-VII.

3.4 BASELINE MONITORING OF ENVIRONMENTAL COMPONENTS

In order to get an idea about the existing state of the environment, various environmental

attributes such as meteorology, air quality, water quality, soil quality, noise level, ecology and

socio-economic environment have been studied/monitored.

3.4.1 Meteorology

Meteorological data was generated during the January 2018.

The following parameters were recorded at hourly intervals continuously during monitoring

period:

-Wind speed

-Wind direction

-Air temperature

Table-3.1 gives summarized meteorological data for the monitoring period (January 2018).

Figure-3.1 presents the wind-rose diagram for monitoring period.

Table 3.1: Meteorological Data for January 2018

Month Temperature in Kelvin (K) Wind Speed (km/h)

Min Max Average Min Max Average January 282 309 295 1 7.2 3.01



Figure 3.1: Wind-rose diagram for January 2018

3.4.2 Air Environment

The prime objective of the baseline study with respect to ambient air quality is to establish the

present air quality and its conformity to National Ambient Air Quality Standards. This data has been

further used during impact assessment to predict the final air quality. This section describes the

sampling locations, frequency of sampling and methodology adopted for monitoring ambient air

quality.

To quantify the impact of the project on the ambient air quality, it is necessary at first to evaluate the

existing ambient air quality of the area. The existing ambient air quality, in terms of Particulate

Matter – 10 (PM10), Particulate Matter- 2.5 (PM2.5), Sulphur-dioxide (SO2), Oxides of Nitrogen

(NO2), and Carbon Monoxide (CO), has been measured through a planned field monitoring.



To assess the ambient air quality level, 5 (five) monitoring stations were set up. Table-3.2 gives

location of the ambient air quality monitoring stations and attached as Annexure-VIII.

Table 3.2: Location of Ambient Air Quality Monitoring Stations

Location code

Location Direction Distance

AAQ1 Project site Centre - AAQ2 Hans Memorial Public

School N 0.5 km

AAQ3 Shivalik Hospital SSE 0.96 km AAQ4 Gurukul Indraprastha

College SW 1.97 km

AAQ5 Global Kids Play School

S 1.78 km

3.4.2.1 Monitoring Schedule

Ambient air quality monitoring was carried out twice a week with a frequency of 24 hours for

4 weeks.

3.4.2.2 Methods of Sampling and Analysis

Fine particulate Sampler APM MFC550 was used for monitoring Particulate Matter (PM2.5 and

PM10); gaseous pollutants like SO2, and NO2 was collected by Gaseous Pollutant Sampler

APM 433 and CO was monitored by Serinous 30 CO Analyser with NDIR detector.

3.4.2.3 Method for measurement of Particulate matter, SO2 & NO2

Method for measurement of Particulate Matter (PM10) in ambient air is done by Cyclonic Flow

Technique. Particles with aerodynamic diameter less than the cut-point of the inlet are collected

by a filter. Ambient air at the monitoring location is sucked through a cyclone. Coarse and non-

reparable dust is separated from the air stream by centrifugal forces acting on the solid particles

and these particles fall through the cyclone's conical hopper and get collected in the sampling cap

placed at the bottom. The fine dust (<10 microns) forming the particulate matter (PM10) passes

the cyclone and is retained on the filter paper The mass of these particles is determined by the

difference in filter weights prior to and after sampling. The concentration of PM10 in the



designated size range is calculated by dividing the weight gain of the filter by the volume of air

sampled. A tapping is provided on the suction side of the blower to provide suction for sampling

air through a set of impingers for containing absorbing solutions for SO2 and NO2. Samples of

gases are drawn at a flow rate of 0.2 liters per minute. The APM MFC 550 is used for PM2.5.

This system is a manual method for sampling fine particles (PM2.5 fraction) and is based on

Impactor designs standardized by USEPA for ambient air quality monitoring.

PM2.5 & PM10 have been estimated by gravimetric method (IS- 5182 part XXIII 2006). Improved

West and Gake method (IS-5182 part-II, 2001 & reaffirmed 2006) has been adopted for

estimation of SO2 and Modified Jacobs-Hochheiser method (IS-5182 part-X, 2006) has been

adopted for the estimation of NO2.

3.4.2.4 Method for measurement of Carbon Monoxide – NDIR method

Instrument used: Ecotech Serinus 30 Carbon Monoxide

This analyser is used to measure CO in ambient air, in the range of 0-200 ppm (220mg/m3) to a

sensitivity of 0.05 ppm 55µg/m3). The Serinus 30 combines the benefits of Microprocess control

with Non-Dispersive Infrared Spectro-photometery technology (IS-182 part X 1999, reaffirmed

2003). CO Concentration is automatically corrected for gas temperature and pressure changes.

3.4.2.5 Results and Discussion

The results of AAQ are given in details and summarized in the tabular form. The results when

compared with National Ambient Air Quality Standards (NAAQS) of Central Pollution

Control Board (CPCB) for "Industrial, Residential, Rural and Other Areas" show that the

average values of ambient air quality parameters are well within the stipulated limit.

The results of ambient air quality monitoring are summarized in the Tables below:

Table 3.3 (a) Ambient Air Quality with respect to PM2.5 (January 2018)

PM2.5 (µg/m3)

LOCATION/ CONCENTR

ATION

AAQ 1 AAQ 2 AAQ 3 AAQ 4 AAQ 5

Min 109.3 91.8 86.3 93.8 113.7



Max 126.7 116.5 116.1 117.7 126.3 Average 118.5 107.9 102.4 103.8 119.8 98 Percentile 126.2 116.2 115.3 116.9 126.0

The values of PM2.5 in study area (January 2018) are presented in Table 3.3 (a). The seasonal

minimum, maximum, average values and 98 percentile of PM 2.5 were observed 109.3 µg/m3, 126.7

µg /m3, 118.5 µg/m3 and 126.2 µg/m3 respectively at the project site. The seasonal minimum,

maximum and average values ranged between 86.83-113.7 µg/m3, 116.1-126.7 µg/m3 and 102.4-

119.8 µg/m3 respectively in the study area.

Table 3.3 (b) Ambient Air Quality with respect to PM10 (January 2018)

PM10 (µg/m3) LOCATION/

CONCENTRATION AAQ 1 AAQ 2 AAQ 3 AAQ 4 AAQ 5

Min 208.2 188.2 163.2 188.6 215.4

Max 240.3 223.8 214.6 206.4 239.6

Average 224.1 200.5 191.7 194.5 229.2

98 Percentile 239.9 221.7 213.2 205.3 238.9



The values of PM10 (January 2018) in study area are presented in Table 3.3 (b). The seasonal

minimum, maximum, average values and 98 percentile of PM10 were observed 208.2 µg/m3,

240.3µg /m3, 224.1µg/m3 and 239.9 µg/m3 respectively at the project site. The seasonal minimum,

maximum and average values ranged between 163.2-215.4 µg/m3, 206.4-240.3 µg/m3 and 191.7-

229.2 µg/m3 respectively in the study area.

Table 3.3 (c) Ambient Air Quality with respect to SO2 (January 2018)

SO2 (µg/m3) LOCATION/

CONCENTRATION AAQ 1 AAQ 2 AAQ 3 AAQ 4 AAQ 5

Min 13.7 15.1 12.7 13.5 14.6

Max 18.1 17.4 15.7 14.6 17.7

Average 15.1 16.4 14.2 14.1 15.8

98 Percentile 17.7 17.4 15.6 14.6 17.5



The values of SO2 (January 2018) in study area are presented in Table 3.3 (c). The seasonal

minimum, maximum, average values and 98 percentile of SO2 were observed 13.7 µg/m3, 18.1 µg

/m3, 15.1 µg/m3 and 17.7 µg/m3 respectively at the project site. The seasonal minimum, maximum

and average values ranged between 12.7-15.1 µg/m3, 14.6-18.1µg/m3 and 14.1-16.4 µg/m3

respectively in the study area.

Table 3.3 (d) Ambient Air Quality with respects to NO2 (January 2018)

NO2 (µg/m3)

LOCATION/ CONCENTRATION


Min 34.7 32.7 36.8 40.2 28.6

Max 46.9 46.7 43.2 46.6 43.9

Average 38.0 40.3 39.9 43.3 36.2

98 Percentile 45.9 46.5 43.0 46.4 43.7



The values of NO2 (January 2018) in study area are presented in Table 3.3 (d). The seasonal

minimum, maximum, average values and 98 percentile of NO2 were observed 34.7 µg/m3, 46.9 µg

/m3, 38 µg/m3 and 45.9 µg/m3 and respectively at the project site. The seasonal minimum, maximum

and average values ranged between 28.6-40.2 µg/m3, 43.2-46.9µg/m3 and 36.2-40.3µg/m3

respectively in the study area.

Table 3.3 (e) Ambient Air Quality with respects to CO (January 2018)

CO (µg/m3) LOCATION/

CONCENTRATION


Min 1290 1300 1420 1250 1450

Max 1860 1740 1900 1480 1770

Average 1489 1523 1655 1361 1590

98 Percentile 1815 1737 1894 1479 1757



The values of CO (January 2018) in study area are presented in Table 3.3 (e). The seasonal

minimum, maximum, average values and 98 percentile of CO were observed 1290 µg/m3, 1860

µg/m3, 1489 µg/m3 and 1815 µg/m3 respectively at the project site. The seasonal minimum,

maximum and average values ranged between 1250-1450 µg/m3, 1480-1900 µg/m3 and 1361-1655

µg/m3 respectively in the study area.

3.4.3 Noise Level

Noise is one of the most undesirable and unwanted by-products of our modern life style. It may not

seem as insidious or harmful as air and water pollutants but it affects human health and well-being

and can contribute to deterioration of human well-being in general and can cause neurological

disturbances and physiological damage to the hearing mechanism in particular. It is therefore,

necessary to measure both the quality as well as the quantity of noise in and around the site.

3.4.3.1 Methodology

The intensity of sound energy in the environment is measured in a logarithmic scale and is

expressed in a decibel, dB (A) scale. In a sophisticated type of sound level meter, an additional

circuit (filters) is provided, which modifies the received signal in such a way that it replicates the

sound signal as received by the human ear and the magnitude of sound level in this scale is



denoted as dB (A). The sound levels are expressed in dB (A) scale for the purpose of comparison

of noise levels, which is universally accepted by the international community.

Noise levels were measured using an Integrating sound level meter manufactured by Pulsar

Instruments Plc, Model NO. 91 (SL.No.B21625). It has an indicating mode of Lp and Leq.

Keeping the mode in Lp for few minutes and setting the corresponding range and the weighting

network in “A” weighting set the sound level meter was run for one hour time and Leq was

measured at all locations.

The day noise levels have been monitored during 6.00 am to 10.00 pm and night noise levels,

during 10.00 pm to 6.00 am at all the 5 locations, which covers residential areas, commercial,

industrial areas, Silence area if available within 10 km radius of the study area.

3.4.3.2 Sampling Locations

A preliminary survey was undertaken to identify the major noise generating sources in the area.

The noise survey was conducted to assess the background noise levels in different zones.

Gazettes Notification (S.O. 123(E)) of MoEFCC dated February 14, 2000 on ambient air quality

standards has different noise levels for different zones viz. project site, industrial, and residential

zones. Four sampling locations were selected for the sampling of noise levels. The sampling

locations are given in Table-3.4 below and also attached as Annexure-VIII (a):

Table 3.4 Noise Level Monitoring Stations

Location Code

Locations Type of Area Direction Distance

NQ1 Project site Commercial Area

Centre -

NQ2 Hans Memorial Public School

Silence Zone N 0.5 km

NQ3 Shivalik Hospital Silence Zone SSE 0.96 km

NQ4 Gurukul Indraprastha College

Silence Zone SW 1.97 km

NQ5 Global Kids Play School Silence Zone S 1.78 km



Ministry of Environment Forest & Climate Change (MoEFCC) has notified the noise standards

vide gazette notification dated February 14, 2000 for different zones under the Environment

Protection Act (1986). These standards are given in Table-3.5.

Table 3.5 Ambient Quality Standards w.r.t. Noise

Area Code Category of Area Noise dB(A) Leq

Day time* Night time* A Residential Zone 55 45

B Silence zone 50 40

C Industrial Zone 75 70

D Commercial Zone 65 55

Note:

1. Daytime is from 6.00am to 10.00 pm and Night time is from 10.00 pm to 6.00 am.

2. Silence zone is defined as area up to 100 meters around premises of hospitals, educational institutions and

courts. Use of vehicle hours, loud speakers and bursting of crackers are banned in these zones.

3.4.3.3 Results and Discussion

The noise data compiled on noise levels during January, 2018 is given in Table - 3.6(a). The

ambient noise level at the project site in January 2018 during the day was 66.7 dB (A) which

is above the limit of commercial area as ~65 dB (A) during night it is 57.8 dB(A) which is

also above the limit. For maintaining the noise level, plantation and traffic management

during the operation phase are suggested.

Table 3.6 Ambient Quality Standards w.r.t. Noise

IT Park "Gateway Tower" by M/S Dove Infrastructure Pvt. Ltd., Village -Sarai Anangpur, Distt.-Faridabad HR.

Noise Quality data Jan-2018

S.No. PROJECT SITE

ZONE LIMIT (as per CPCB Guidelines),Leq, dB(A)

Observed value Leq, dB(A)

DAY* NIGHT** DAY* NIGHT**1 Project Site Commercial

Area 65 55 69.1

54.5 2 Hans

memorial public school

Silence Zone

50 40 50.2

42.8



3 Shivalik Hospitel

Silence Zone

50 40 51.6 41.7

4 Gurukul Indraprastha college

Silence Zone

50 40 48.9

40.2 5 Global Kids

play school Silence Zone

50 40 45.3 38.9

* Day time (6.00AM TO 10.00PM) ** Night time (10.00PM TO 6.00AM)

3.4.4 LAND ENVIRONMENT

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. Also it is necessary to the

landform of the project site and the quality of the soil as soil erosion further deteriorates the

quality of the land. Soil erosion can be prevented by following methods:

Planting vegetation which stabilizes the soil and prevent erosion.

Applying a layer of mulch to the soil top which stabilize the soil as well as to reduce

the storm water runoff.

Using Geo-textiles which help in stabilizing soil.



3.4.4.1 Topography

The landform of the project site is a plain land. The land environment is described by

landuse/landcover of the study area within 10 km radius and soil environment of the study area

within 5 km radius.

3.4.4.2 Land Use Description

The land use / land cover of the project site was done to identify the land use pattern and land

cover pattern of the study area. The study of land use in the area enables one to know about the

land that can be used for various development activities envisaged in post project scenario. It also

enables to envisage the scenario emerging due to the increase in demand for land with increase in

population and the impacts arising due to the interface with the various project activities.

Objectives of the Study

The objectives of the present study are:

To map the study area with respect to various land use/land cover change over the past 10 years.

To identify the sensitive areas within 10 km radius around the project site.

Methodology

The land use / land cover pattern has been established based on the analysis of the data received

from satellite imagery by making land use/land cover map with the help of GIS technique.

References have been taken from Survey of India. Also the data based on Census of India, 2001 was

referred and land-use study was done within 10 km radius area with limited ground truth

verifications. Ground and ancillary information have been used to identify the sensitive places within

10 km radius of the project.



Soil:

Soil formation is influenced mainly by climate, geology, relief and other biotic interactions. To

assess the soil quality of the proposed area, following stations were selected. Soil profile and quality

was studied at 3 different locations.

The composite soil samples were collected from different location and were analyzed for

characterization. The locations of the monitoring sites are depicted in Table 3.7 (a) and the results of

the monitoring and analysis is presented in the Table 3.7 (c) and Table 3.7 (d) and is also attached as

Annexure-VIII(b).

Table 3.7 (a): Soil Sample Collection Points

Location No. Sample collected from Direction Distance (Km)

SQ- 1 Project site Centre -

SQ- 2 Hans Memorial Public School

N 0.5 km

SQ- 3 Shivalik Hospital SSE 0.96 km

SQ-4 Gurukul Indraprastha College

SW 1.97 km

SQ-5 Global Kids Play School S 1.78 km

3.4.5 Methodology

The soil samples were collected in the month of January 2018 from 5 locations as given in above

Table. At each of these locations 3 sub-locations were identified randomly from where soil was

collected from up to 30 cm below the surface. The final 3 samples represent homogenously

mixed soil from these 3 sub-locations for each location. The samples were filled in polythene

bags, labeled in the field with number and site name and sent to laboratory for analysis. Table 3.8

(b) gives the idea of the frequency and methodology of selection of soil sampling stations and

monitoring process.



Table 3.7 (b) Frequency and Methodology for Soil Sampling & Monitoring

Particulars Details

Frequency Once during the Study Period

Methodology Grab samples of the topsoil were collected from 3 depths, at particular locations and all samples are mixed to provide a representative sample for analysis. They were stored in airtight. Polythene Bags and analyzed at the laboratory.

Table 3.7 (c): Soil Quality Data (January-2018)

IT Park "Gateway Tower" by M/S Dove Infrastructure Pvt. Ltd., Vill-Sarai Anangpur, Dist-Faridabad HR.

Soil Quality Data (JAN-2018)

PARAMETERS UNIT Project

Site

Hans memorial public school

Shivalik Hospitel

Gurukul Indraprastha

colledge

Global Kids play

school

Texture -

Sandy Loam Sandy Loam

Sandy Loam Sandy Loam

Sandy Loam

Sand % 63.9 64.3 65.1 64.9 64.1 Silt % 20.8 19.6 19.0 18.6 19.6 clay % 15.3 16.1 15.9 16.5 16.3

2 pH (1:2) - 8.33 8.31 8.29 8.53 8.25

3 Electrical Conductivity (1:2) µmhos/cm 429 456 454 451 445

4 Cation exchange capacity

meq/100 gm 14.8 14.6 14.8 15.4 14.9

5 Exchangeable Potassium

meq/100 gm 0.27 0.29 0.28 0.29 0.35

6 Exchangeable Sodium

meq/100 gm 0.56 0.66 0.63 0.56 0.67

7 Exchangeable Calcium

meq/100 gm 10.5 9.9 10.3 10.2 9.8

8 Exchangeable Magnesium

meq/100 gm 3.5 3.7 3.6 4.3 4.1

9 Sodium Absorption Ratio - 0.67 0.80 0.76 0.66 0.80

10 Water Holding Capacity % 25.7 25.9 27.6 27.9 26.2

11 Porosity % 38.9 37.5 38.5 36.8 36.5 12 Permeability cm/hrs 2.3 2.1 2.2 2.1 2.4



13 Total kjehdahl Nitrogen % 0.043 0.042 0.044 0.042 0.049

14 Phosphorus(Olsen’s) mg/kg 7.9 7.7 8.7 8.7 8.7

15 Organic Matter % 0.31 0.32 0.32 0.32 0.32

Result:

Results are summarized in Table 3.8 (c) the result shows that texture of the core is Sandy Loam. The

results of buffer zone show that texture is sandy loam. pH ranges from 8.25-8.53 in winter season.

The amount of available Potassium in January 2018 is between 0.27-0.35 mg/kg.

3.4.5 Biological Environment

Literally environment stands for the totality of surrounding conditions. Animals and plants form a

vital part of this sum total. Flora and fauna of an area are inter-related to each other and have a

very crucial impact on human life. With changes in environmental conditions, structure, density

and composition of plants and animals undergo changes as well. The present study was carried out

in two separate headings for floral and faunal community. The aspects to be covered in the study

for the project are given in Table 3.9.

Table 3.8: Aspects to be covered in the study for the Project

Aspect of Environment Likely Impacts

A. Terrestrial Ecology Impacts on terrestrial flora and fauna

Impacts on wildlife

Impacts on socially/economically/genetically/

biologically important project species

B. Aquatic Ecology Impacts on aquatic fauna/flora

The relevant environmental impacts out of the entire gamut of issues outlined were

identified. For these impacts or aspects, environmental baseline data has been collected

from primary as well as secondary data sources. As a part of the study, detailed field

studies on various aspects were conducted. The baseline status has been ascertained for the

following aspects:



Biological Environment: Terrestrial Ecology/Aquatic Ecology

The information presented in this Chapter has been collected through field studies,

consultation with various government departments and collation of available literature

with various institutions and organizations. The summary of data collected from various

sources as a part of the EIA study is outlined in Table 3.9.

Table 3.9: Summary of data collected from various sources

Aspect Mode of data collection

Parameters monitored

Frequency Source(s)

Terrestrial Ecology

Primary secondary and field survey

Floral and Faunal Inventory/ Importance

One Season (Summer)

Field studies, Forest Department and literature review

Aquatic Ecology Primary and secondary Presence of various species/Importance

One Season (Summer)

Field studies, Forest Department and literature review

A. Floral Community:

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

i) Core Zone: within the project area.

ii) Buffer Zone: (A) 100 m radius around the project site.

(B) 10 km radius around the project site.

General Vegetation Pattern:

The prevailing vegetation cover over the area is mainly of tropical dry deciduous forest as

per the Champion and Seth (1968) “Classification of forest type of India”.

i) Core Zone: There was no vegetation within the core zone. Only a few species of

Parthenium, Acacia nilotica and Cynodon dactylon were seen.

ii) Buffer Zone:

In 100 m radius around the project area:



The list of plants recorded in Buffer Zone (100 m Radius) is given in Table 3.10 (a). The

vegetative community of the area is mainly under open scrub forest and because of urbanization

area is usually surrounded with planted varieties. The dominant species are Japanese maples (Acer

palmatum), Trident maples (Acer buergerianum), neem (Azadarachta indica), Gulmohar (Delonix

regia.), Safeda (Eucalyptus), Carrot grass (Parthenium sp.), etc. The prominent grass is Cynodon

dactylon.

No threatened, rare, endangered or endemic species were observed during the survey in this

Buffer Zone (100 m radius around the project area).

Table 3.10(a): List of Plants in Buffer Zone (100 m Radius)

S. No. Local Name Scientific Name 1. Neem Azadirachta indica 2. Safeda Eucalyptus 3. Amaltas Cassia fistula 4. Carrot grass Parthenium sp. 5. Gulmohar Delonix regia 6. Japanese maples Acer palmatum 7. Trident maples Acer buergerianum

In 10 km radius around the project site:

The list of plants recorded in Buffer Zone (10 km Radius) is given in Table 3.10 (b). There is no

protected forest area in this zone. The vegetative community of the area is mainly under open

scrub forest and because of urbanization area is usually surrounded with planted varieties. The

dominant species are Neem (Azadirachta indica), Gulmohar (Delonix regia sp.), Safeda

(Eucalyptus), Carrot grass (Parthenium sp.), Amaltas (Cassia fistula), Arandi (Ricinus

communis), Bougainvellia, Peepal (Ficus religiosa), shisham (Dalbergia sissoo), bottle blush

(Callistemon lanceolatus), etc. The prominent grass species is Cynodon dactylon.

Table 3.10(b): List of Plants in Buffer Zone (10 Km radius)

S. No.

Local Name Scientific Name

1. Neem Azadirachta indica 2. Safeda Eucalyptus 3. Dhatura Datura sp.



S. No.

Local Name Scientific Name

4. Arandi Ricinus communis 5. Peepal Ficus religiosa 6. Bougainvelia Bougainvelli 7. Bottle palm Beaucarnea recurvata 8. Amaltas Cassia fistula 9. Shisham Dalbergia sissoo 10. Bottle brush Callistemon lanceolatus 11. Carrot grass Parthenium sp. 12. Gulmohar Delonix regia 13. Oak Quercus sp 14. Japanese maples Acer palmatum 15. Trident maples Acer buergerianum

Agricultural land

Chana , sarson, ragi, jowar and maize are the main crops grown in study area. Other crops,

which are grown, are Moong, Cajanus, Til, etc. Where watering facility is available

seasonal vegetables are also grown.

Waste land

Wasteland is commonly seen in the area, and is mostly covered with species like

Lantana spp, Ipomea spp, Calotropis procera, Cassia tora, Parthenium spp., Zizyphus spp.,

Argemone spp. etc.

Grassland

Grassland in the study area is secondary in origin. The common species found

in the area are Euphorbia spp. Desmodium spp., Cynodon dactylon, Cyperus spp.,

Ipomoea spp. etc.



Vegetation in and around human settlement

Near villages the vegetation pattern changes from rest of the area. The common species grown

near villages are Mangifera indica, Madhuca indica, Sizygium cumini, Bambusa sp.,

Azadirachta indica, Delonix regia, Tamarinds indica, Eucalyptus spp. Ficus religiosa, etc.

Avenue trees and projection

The roadside along in the study area are projected with trees in single to double

rows. The common trees are Azadirachta indica, Syzigium cumini. Mangifera indica,

Delonix regia, Cassia fistula, Eucalyptus spp., Saraca asoca etc.

Agricultural crops

Land at some places is used for agriculture purpose. The main crops are maize, bajra,

Chana, Sarson, jowar, ragi, and vegetables. No threatened, rare, endangered or endemic

species were observed during the survey in Buffer Zone (10 km radius around the

project area).

B. Faunal Community:

A general faunal study was carried out for the core zone and buffer zone separately as given

below:-

(i) Core Zone: There was no unique faunal community within the core zone of the project

site.

(ii) Buffer Zone:

In 100 m radius around the project site:

The species observed in Buffer zone (100 m around the project area) are given in Table

3.10(c). No threatened, rare, endangered or endemic species were observed during the

survey in Buffer Zone (100 m radius around the project site).



Table 3.10(c): List of Species in Buffer Zone (100 m radius)

S. No.

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.

Mammals 5. Indian palm squirrel Fumambulus pennanti 6. Cat Felis sp. 7. Dog Cuon sp 8. Cow Bos sp. 9. Rat Rattus rattus

Aves 10. Crow Corves splendens 11. Sparrow Passer domesticus 12. Baya Ploceus philippinus 13. Parrot Psittacula krameri

In 10 km radius around the project area list of species observed in this buffer zone is given

in Table 3.10(d).

Table 3.10(d): List of Species in Buffer Zone (10 Km Radius)

S. No.

Local Name Zoological Name

Amphibians 1. Toad Bufo sp. 2. Frog Rana tigrina

Reptiles 3. Indian garden lizards Calotes versicolor 4. House lizards Hemidactylus sp.

Mammals 5. Indian palm squirrel Fumambulus pennanti 6. Cat Felis sp. 7. Dog Cuon sp. 8. Cow Bos sp. 9. Horse Equs sp. 10. Rat Rattus rattus

Aves 11. Crow Corves splendens



S. No.

Local Name Zoological Name

12. Sparrow Passer domesticus 13. Baya Ploceus philippinus 14. Parrot Psittacula krameri 15. Peafowl Pavo cristatus 16. Pigeon Columba livia 17. Egretta Egretta sp 18. Myna Acridotheres tristis

C. Protected Areas

Asola Wildlife Sanctuary lies at a distance of 3.98 km of the study area in W direction

whereas Okhla Bird Sanctuary lies at a distance of 6.98 km from the study area in the North

direction.

D. Wild life and avifauna

Methodology

Detailed survey was conducted to evaluate faunal composition of the study area (core and buffer

zone) within the project area. Primary data like faunal composition was recorded during site visit

and secondary data was collected from the Forest department to get the correct picture of the

study area. The major portion of the study consists of agricultural field and human settlements

which support wildlife habitat insignificantly.

The survey methods used for faunal assessment are:

1. Walkthrough method

2. Direct Count Method- birds, mammals

3. Pugmark method – mammals

The major part of the study area lies under agriculture field and human settlements which

restricted the wildlife habitat significantly. Most of the mammalian species reported in the study

area are common fox, and Indian hare. There is neither any wildlife sensitive area nor any

corridor for the movement of wildlife present in the study area. There are many small ponds

present in the buffer zone of study area which are the major attraction sites for avifauna. Common



Maina, Kingfisher, Spotted dove, Pintail and Pond Heron are some dominant bird species present

in the study area. There is no information regarding migratory movement of birds in the study

area. As far as the reptiles community was concerned, Krait and house lizard are reported from

the study area.

Aquatic life

The Phytoplankton in the lakes is basically dominated by filamentous forms. The dominant ones are

Chaetophora sp., Cladophora sp., Spirogyra sp. The Zooplanktons are basically dominated by

Crustaceans and Rotifers.

3.5 SOCIO ECONOMIC IMPACTASSESSMENT

3.5.1 Background

INTRODUCTION

Socio-Economic Impact Assessment (SEIA) refers to the systematic analysis of various social and

economic characteristics of the human beings living in the geographical/study area around the

proposed project location. SEIA is carried out separately but concurrently with Environment Impact

Assessment (EIA) study. The SEIA focuses on the likely effects of the project on social and

economic well-being of the community. The impact(s) may be direct or indirect, positive or

negative. In this section of the EIA Report an attempt has been made to assess the composite Socio-

Economic Impact of the project –Village Sarai Anangpur, Faridabad, Haryana.

OBJECTIVES OF SEIA

The prime objective of the current study is to assess the likely impact of the project on socio-

economic characteristics of people living in the study area. Further, it is to be gauged whether the

impact would be direct or indirect and whether the said impact would be positive or negative. Lastly,

it is to be comprehended if the impact is negative and how the same could be mitigated.

SCOPE

The Scope of the study is as follows:



a) Collection of baseline data of the study area.

b) Collation of data, analyses and generation of tables.

c) Comprehension of socio-economic status of the people living in the study area.

d) Identification and inventory of probable impacts of the project on social and economic aspects in

the study area.

e) Assessment of the probable impacts of the project on the people living in the study area.

f) Facilitation of sustainability of positive impact by recommending community development

initiatives in the study area.

g) Suggestion of mitigation measures in case of adverse impact

METHODOLOGY

For composite Socio-Economic Impact Assessment of projects, GRC India carries out systematic

analysis of the various socio-economic characteristics, both in terms of quality and quantity.

Accordingly, both qualitative and quantitative data was collected from secondary sources. The

secondary data was collected from the published data/information of the Census Authority. Records

of the state and district administration were also referred to.

For collection of primary data, a sample survey was conducted in the study area which spans a radius

of 10 km from the periphery of the boundary of the project site. In each selected habitation, a

specified number of representative households were selected for collection of information through

face to face interviews with head of the household or any responsible member of the family.

Census-cum-Sample Survey

To assess the likely impacts of the project, a Census-cum-Sample Survey was conducted for the

collection of socio-economic data. It is treated as a census survey because all habitations

located in the area were considered for the collection of information. Further, in each

habitation a household survey was conducted by drawing representative sample of households.

Since, collection of information from all the households in a habitation is time consuming and

expensive, the sample survey approach was adopted for collection of information from the

selected households in the village(s)/town(s).

Sample Design



Two-Stage Sampling Design was adopted in the study area. The First Stage Units were Census

village(s)/town(s) and the Ultimate Stage Units were households in the selected village(s)/town(s).

Method of selection of First Stage Units

Probability Proportional to size without replacement and vicinity to the project site was taken into

consideration while selecting the habitations from the list of Census village(s)/town(s).

Method of selection of Ultimate Stage Units

The ultimate stage sampling unit is households. The households for survey are selected by simple

random sampling technique.

Sample Size

While deciding the sample size the following factors were taken into account: Confidence Level

(95%, Table value: 1.96); Degree of precision (Δ): 0.5; Variation in population/ Standard Deviation

(σ); The sample size at each level (village and household) was decided by using the formula n = √

{(1.96*σ)/Δ}; where n=Sample Size, 1.96 is the Table Value of Confidence Limit, σ = Standard

Deviation and Δ = Degree of Precision.

Survey Instruments

The following Schedules/Questionnaires were developed for collection of primary data from the

households and villages/towns:

Questionnaire/Schedule for Village/Town Particulars

Questionnaire/Schedule for Household Details and Project Perception

Each of these data instruments has segment blocks and there are both open-ended and closed-

ended questions.



Steps in preparing the SEIA Report

STUDY AREA

The Project site is located at Village Sarai Anangpur, Faridabad, Haryana. There are 35 identified

habitations in the study area comprising of 22 rural and 13 urban areas.

BASELINE DATA

Baseline data refers to basic information collected before a project / scheme is implemented. It is

used later to provide a comparison for assessing actual impact of the project. The following are the

baseline data for the study area of this project:

I. DEMOGRAPHIC PARTICULARS/POPULATION DETAILS:

Demographic Particulars / Population Details of the Study Area

S. No. Description Number Percentage to Respective

Total

1

Total Population 2,93,698 100

Male 1,59,692 54.4 Female 1,34,006 45.6

Sex Ratio 839

2

Child Population (0-6 age group)

40,757 100

Male 22,335 54.8 Female 18,422 45.2



Sex Ratio 825

3

Scheduled Caste Population 38,213 100

Male 20,303 53.1 Female 17,910 46.9

Sex Ratio 882

4

General Population (including OBC)

2,55,485 100

Male 1,39,389 54.6 Female 1,16,096 45.4

Sex Ratio 833

5 No. of Households 59,389

Average Household Size 5

6

Total Literates 2,13,812 100

Male 1,24,456 58.2 Female 89,356 41.8

Overall Literacy Rate 84.5 Male 90.6

Female 77.3 Gender Gap in Literacy Rate 13.3

Occupational Structure of the Study Area

7

Work Participation Rate 32.9

Dependency Ratio 2.0

Total Workers 96,758 100

Male 81,728 84.5 Female 15,030 15.5

Gender gap in work participation

69.0

8

Total Main Workers 89,885 100

Male 77,106 85.8 Female 12,779 14.2


71.6

9

Total Marginal Workers 6,873 100

Male 4,622 67.3 Female 2,251 32.7


34.6



10

Total Household Industrial Workers

3,227 100

Male 2,363 73.2 Female 864 26.8

11 Total Agricultural Workers 8,296 100

Male 7,257 87.5 Female 1,039 12.5

12 Total Cultivators 5,284 100

Male 4,798 90.8 Female 486 9.2

13 Total Agricultural Labour 3,012 100

Male 2,458 81.6 Female 554 18.4

14 Total ‘Other Workers’ 78,362 100

Male 67,486 86.1 Female 10,876 13.9

Source: Census 2011

II. BASIC AMENITIES:

EDUCATION

Educational Institutions

Delhi Public School (Approx. 7.97 km; S of the project site)

Pre-Primary School (Govt. & Pvt.)

Primary School (Govt. & Pvt.)

Middle School (Govt. & Pvt.)

Secondary School (Govt. & Pvt.)

Senior Secondary School (Govt. & Pvt.)

HEALTH

Health Institutions

Apollo Hospital

(Approx. 6.09 km;

Allopathic Hospital

Dispensary / Health Centre

Maternity & Child Welfare Centre

Primary Health Sub-Centre



S of the project site) Family Welfare Centre

ASHA / Anganwadi

Nursing Home

Maternity Home

WATER

Drinking Water Sources

Major source of Drinking Water: Tap Water

Tap Water

Tube Well / Bore Holes

Hand Pump

SANITATION

Sewer / Drainage System Open Drainage (Pucca & Uncovered)

ELECTRICITY

Types of Electricity Available

Power for Domestic Uses

Power for Agricultural Uses

Power for Commercial Uses

TRANSPORT & CONNECTIVITY

Railways

The study area has good railway connectivity

Nearest Railway Stations: Tuqlakabad Railway Station, which is approx. 1.80 km (NNW) away from the project site

Road (s)

The site is well connected through a 55 m wide road. The nearest expressway is NH-2 which is adjacent to the project site.

Black Topped All Weather Roads

Gravel Roads Footpaths

Bus Services Public & Private



Airport Nearest Airport: The nearest airport is Indira Gandhi International Airport, at 21.51 km.

COMMUNICATION

Means of Communication

Radio / Transistor

Television

Computer / Laptops

Telephone / Mobile

BANKING & POST

Types of Post &Banking Services Available

Sub Post Office

Nationalised Bank / Branches

Agricultural Credit Society

Commercial / Cooperative Bank

SOCIO-ECONOMIC IMPACT OF THE PROJECT

Impact on Demographic Composition

The proposed project will make some change in the demographic composition of the study area as

the estimated additional population of 8662 including staff and visitor will increase after the

completion of the project. Whereas the work force recruited during the construction and operation

phase will be met locally to the maximum extent. Local laborers from nearby area will be employed

during the construction phase. In the operation phase, most of the expected occupants will be from

the surrounding areas. Hence, the project will lead to a redistribution of occupants within the city.

Thus, no significant influx of people is envisaged.

Employment Opportunities

Local labor will be hired from nearby areas during construction phase. It is a positive impact of the

project since it will provide employment opportunities to the local people. Similarly, in the operation



phase of the project, opportunities for employment will arise from the expected business, trading etc.

activities for the local people of the area.

Impetus to Trade & Business in Construction Materials

The proposed project will give much impetus to trade and business on construction materials in the

nearest market to the project area. It is expected that trading and business will flourish of various

construction materials namely coarse sand, fine sand, stone aggregate, cement, reinforcement steel,

pipes, bricks, conduit pipes, glaze & floor tiles, hardware, stainless steel sink, etc.

Impetus to Infrastructure Development

The project will pave the way for various infrastructure developments that includes roads, parks,

play grounds etc. This is a positive impact which will create further employment opportunities for

the local people.

Impact on Agriculture

There will be no negative impact on agriculture as no cultivation is taking place on the proposed

area. The area is likely to be free from annual floods, which destroy standing crops land and

property.

Impact on Traffic Movement

The site has good connectivity to Golf Course extension road. Only internal roads, paths will be

developed for vehicular movements for transportation of construction material during construction

phase whereas internal tracks and paths will be developed for traffic circulation during operational

phase. Since the site is adjacent to Rajesh Pilot Road, which has low traffic density, there will be no

need for diversion or closure of existing traffic routes. During the construction phase, about 15-20

trucks are estimated per week. Adequate parking space within the project site for loading and

unloading of materials will be provided.

Adequate parking space (2466 ECS) will be provided for operational phase within the project

premises.



Impact on Law & Order

As most of the workers to be employed in the proposed project are local residents so no law and

order problem is envisaged. It is expected that the workers will attend to their duties from their

residence and return to their homes after the day’s work. However, to meet any untoward incident

one police post may be set up close to the project site.

Impact on Health

There are no chances of any major diseases due to the construction work. Suitable drainage and

waste management measures (with frequent spray of insecticides etc.) will be adopted in both the

construction and operational phase such that there will be no stagnation of water or accumulation of

waste. This will effectively restrict the reproduction and growth of disease vectors.

However, to meet any emergency situation few safety measures are outlined below:

a) Safe Working Environment: The project proponent shall ensure health and safety of all the

employees at work. All efforts will be made to provide and maintain a safe working environment

and ensure that the machinery and equipment in use is safe for employees. Further, it will be

ensured that working arrangements are not hazardous to employees.

b) Provision of First Aid: In case of any accidents arising out of the proposed construction works,

timely and prompt first aid treatment is the most important aspect. Suitable first aid arrangements

shall be made at the site for rendering immediate first aid in case of any injury. The first-aiders

will be well trained in handling patients working in the project.

c) Regular Medical Examination: For all the construction workers, medical examination will be

made on regular basis.

d) Health Education: Adequate health education and information related to the work will be

provided to the workers so that their health and safety can be ensured.

e) Tie-up with the Nearest Hospital for Medical Assistance: To meet the medical needs of the

construction workers in case of accidents, tie-up with nearest hospitals will be made. Efforts will

be made to reserve a few beds in the said hospitals for the workers to meet any emergency. This

will ensure timely medical aid to the affected persons.



f) Supply of Mask and Gloves: The workers exposed to dust will be provided with dust masks

to prevent them from getting affected by respiratory diseases. Gloves will be provided to workers

working with hand tools, to ensure their safety. Small quantities of fugitive emissions are envisaged

during transport and handling of construction materials. Such emissions will be temporary and

controlled by the use of water sprinkling and other viable techniques like covering of loose material

with tarpaulin.

CORPORATE SOCIAL RESPONSIBILITY (CSR)

Corporate Social Responsibility (CSR) refers to responsibility of a company to ensure positive

impact on environment, consumers, employees, communities, stakeholders and all other members of

public sphere. CSR is a way of conducting business by which the corporate entities visibly

contribute to the social good. The CSR activities are increasingly being taken up by the project

proponents not only as fulfilling of mandatory provisions but also for the formation or enhancement

of brand image. Besides the above, CSR is seen more as a responsibility towards society rather than

a business promotional activity. It is the need of the day for expansion of occupational welfare. It is

expected that this will improve the socio-economic status of the people and at the same time the

popularity of the project proponent will enhance. The activities to be undertaken for the local people

under CSR have been identified. For the local community in the study area the project proponent

should take-up the following development initiatives for the betterment of the local people:

1. Skill Development and Women Empowerment

Skill Development Programme for students and unemployed on employability.

Providing training to the women for improving employability skills and enhancing their

self-dependency.

2. Infrastructure Development

Renovation of Government schools in the study area.

Sanitation Facilities including construction of girl’s toilet in schools.

3. Improvement of Health Status

Health Checkups and medical camps.

Heath awareness workshops / programmes.



4. Workshops on Environment Awareness / Management Programme

CONCLUSION

The socio-economic standard of people living in the study area will improve due to the creation of

employment opportunities for the local job seekers. This will lead to better quality of life and will

also set a standard for future development in the study area.

There will be a positive impact on the socio-economic condition of the study area due to increased

economic activities, creation of new employment opportunities, infrastructural development and

better educational and health facilities.

With the coming up of the project the associated business activities will increase in the study area.

The overall impact of the project is expected to be positive for the users and local population.





CHAPTER-4

ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

4.1 INTRODUCTION

This chapter discusses identification and appraisal of various environmental impacts due to the

Commercial Project. Generally, the environmental impacts can be categorized as either primary

or secondary. The construction and functional phase of the project comprise various activities,

each of which may have some adverse impact on environmental parameter. Various impacts

during the construction and operation phase on the environmental parameters have been studied

to estimate the impact on environment.

In development phase, basic infrastructure facilities like internal road, Piling and storm water

drainage, etc. was developed.

For proper evaluation and assessment of the environmental impacts due to construction and

functional phase of proposed project understanding to the various activities associated with the

project is essential. Various activities related to the project would be different, in terms of nature

during the construction and functional phase.

The impact identification and prediction process aims to:

Identify potential source or cause of impact throughout the life of project.

Characterize the potential impacts affecting a target or receptor (physical, human and

socio-economic).

Assess the potential of changing likely-hood of impact through Environmental

Management Plan (EMP)

Prediction of the impacts due to the construction and functional activities encompass the

developmental processes 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 has been assessed and discussed in detail in

following sub sections. In each case, cognizance has been taken for mitigation measures

inherited in the construction and operation phases.

Hierarchy of elements of mitigation plan





Aaaaa

Figure 4.1: Elements of Mitigation

An EIA practice requires technical understanding of relevant issues and measures that work in

such circumstances. The priority of selection of mitigation measures should be in the following

order:

Step One: Impact avoidance:

This step is most effective when applied at an early stage of project planning. It can be

achieved by:

Not undertaking certain projects or elements that could result in significant adverse

impacts

Avoiding areas that are environmentally sensitive; and

Putting in place the preventative measures to stop adverse impacts from occurring,

for example, release of effluent from a project to water bodies.

Step Two: Impact minimization

This step is usually taken during impact identification and prediction to limit or reduce the

degree, extent, magnitude, or duration of adverse impacts. It can be achieved by:

scaling down or relocating the proposal

redesigning elements of the project

taking supplementary measures to manage the impacts

Step Three: Impact compensation:

AVOIDANCE

MINIMIZATION

COMPENSATION

Common Preferable

Rare, Undesirable

Alternative sites or technology to

eliminate impacts

Actions during design, construction,

operation to minimize or eliminate

impacts

Used as a last report to offset impacts





This step is usually applied to remedy unavoidable residual adverse impacts after a project has

become operational. It can be achieved by rehabilitation of the affected site or environment, for

example, by habitat enhancement.

restoration of the affected site or environment to its previous state or better.

replacement of the same resource values at another location.

4.2 POLLUTION SOURCES

Pollutants generated from the development of the project during both the construction and

operational phase will be 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 operation phase are given below in Table 4.1.

Table 4.1: Pollution Sources

S.

No Activity / Area Pollutant Pollutant

Characteristics Frequency

CONSTRUCTION PHASE

1. Ground

excavation and

leveling

Air emissions:

PM10, PM2.5

CO, NOx, SO2

Dust from construction

activities andexcavation.

Particulates, NOx and

CO from vehicle

exhaust

It was temporary

during the

Construction phase

only-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 generatedfrom

construction equipment

and machinery

It was Temporary

during the

initialconstruction

phase. 2. Labour Camps Sewage Sewage generatedfrom

temporary labour

camps on site

It was Temporary

– during the initial

construction phase





Solid Waste Solid Waste generated

from temporary labour

camps on site

It was Temporary

– during the initial

construction phase

OPERATION PHASE 1. Vehicular

movement

Air emissions

and

noise

Vehicle exhaust

emissions

Continuous /

Periodic

2. Diesel power

Generators

Air emissions SO2, NOx, PM, CO

from fuel burning

Continuous

Noise Noise due to runningof

equipment

Continuous

Hazardous waste Used Oil Generation Periodic, duringoil

changes

3. Commercial/Indus

trial/Residential

Wastewater Wastewater containing

waste food matter

Continuous

Domestic Solid

waste Garbage / Food waste Continuous

4. Project area

including

common toilets

Sewage Domestic wastewater –

BOD, S.S, Pathogens

Continuous

Domestic Solid

Wastes

Bio-degradableand non-

biodegradable wastes

Continuous –small

quantities

5. Raw water

treatment

Wastewater

Solid waste

Backwash water

discharge

Sludge from

coagulation process

Continuous

Continuous

6 Sewage treatment

Plant

Solid waste Settled and stabilized

sludge

Continuous Treated water Treated sewageused for

Flushing, horticulture,

etc.

Continuous

Diesel Storage Solid waste Settled sludge during

tank cleaning

Occasional





4.3 IMPACT IDENTIFICATION

The primary function of an environmental impact assessment study is to predict and

quantify potential impacts, assess and evaluate the magnitude and their importance in order

to develop an environmental management plan to mitigate the impacts. Environmental

impacts could be positive or negative, direct or indirect, local or regional and also

reversible or irreversible. The areas of environmental concern for which the impacts and

their predictions are taken into consideration are mainly:

Air Environment

Water Environment

Noise Environment

Land Environment

Biological Environment

Socio economic Environment

The impacts can be further categorized as positive impacts and negative impacts depending

upon their nature, potential and magnitude.

This chapter discusses the incremental environmental impacts on the environmental parameters

during the construction and operation phases of the project. The potential impacts have been

Oil Oil spillage –

Accidental

large spills due to pipe

rupture

Oil Spillage - Small

quantities due to small

pipe leaks

Accidental / Only

due to poor

housekeeping

7 Maintenance/

housekeeping Wastewater Floor washing Continuous

Solid waste Used equipment parts

and garden wastes Continuous

8 VehicleParking

Area

Oil Spills Minor oil leaks in

parking lot

Continuous–small

quantities

9 Storm water drain Wastewater Contaminationdischarge

from site – Mainly

suspended solids

During rainy

season





identified in Table 4.2. The mitigative measures for the adverse impacts are discussed in

Chapter 6.

Table 4.2 Identification of Potential Impacts During Construction & Operation Phase

S. No Components Aspect Potential Impact

CONSTRUCTION PHASE

1. Ambient Air

Quality

Dust emissions from site

preparation, excavation,

material handling and other

construction activities at

Site.

Minor negative impact inside the

premises. No negative impact

outside project site.

Short term

2. Noise Noise generated from

construction activities,

operation of construction

Equipment and traffic.

Minor negative impact near noise

generation sources inside

premises.

No significant impact on

ambient noise

levels at sensitive receptors. Short

term

3. Water quality Surface runoff from project

site

Oil/fuel and waste spills.

Improper debris disposal

Discharge of sewage from

labour camp.

No significant negative impact.

Short term

4. Landuse and

Aesthetics

Land development Minor positive impact

5. Topography &

Geology

Site development No Significant Impacts

6. Soil Construction activity

leading to

Top soil removal and erosion.

Minor negative impact

7. Ecology

Flora & Fauna

Habitat disturbance during

construction activity


Short term





8. Socio-

economy

Increased job opportunity for

locals. Economy related to

commercial real estate

development, material

supply etc. expected to

boom.

Overall positive impact

9. Traffic Pattern Haul Truck movement and

possibility of traffic

congestion outside site on

Gurgaon Faridabad Road


OPERATION PHASE

1 Ambient Air

Quality

Particulate and gaseous

emissions from DG sets and

vehicle movement

Minor Negative impact

2 Noise Noise from vehicle

movement and operation of

diesel generator sets during

power failure.

Minor negative impact inside

premises.

No significant impact at sensitive

receptors.

3 Water Quality Oil/fuel and waste spills.

Discharge of sewage.

Discharge of contaminated

storm

Water

No significant adverse impact

4 Water usage Use of fresh water at peak

demand


5 Soil Storage and disposal of

solid and hazardous wastes

Discharge of sewage Fuel

and material spills

Pesticides use

No negative impact

6 Ecology

Flora & Fauna

Landuse change

Discharge of wastewater to

surface water bodies

No negative impact





7 Socio-

economy

Increased job opportunity

Overall positive impact

8 Traffic Pattern The proposed project is

likely to add significantly to

the predicted traffic during

peak hours.

Moderate Negative Impact

4.3.1 Environmental Aspects of Development & Construction Operations

Generation, storage and disposal of construction wastes;

Noise pollution from plant, machinery, equipments and vehicle movement;

Air pollution from plant, machinery, equipments and vehicle movement;

Generation and discharge 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.

4.3.2 Environmental Aspects of operation

Impacts identified during operation of the project include:

Discharge of Sewage Water.

Disposal of Solid Waste generated.

Increase in noise level due to transport & running of vehicles.

Consumption of water and impact on water resources

Impact on traffic

Storm water during rains

Various activities from the proposed project are likely to have some negative as well as

positive impact on the environmental constituents during its construction as well as

operational phase. The impact assessment matrix given below in Table 4.3 reveals the impact

associated with each activity of the project on various environmental parameters during





construction and functional phase respectively before any mitigation measures are implanted.

To assess the severity of the impacts, they are categorized as follows:





Table 4.3: Potential Environmental Impacts of the Project

Environmental

Parameters

Nature of Potential Impacts during Construction and Operation Phases

Local Regional Short

Term

Long Term Reversible Irreversib

le

Advers

e

Beneficial No Impact Significant Insignificant

Topography √ √

Drainage √ √

Soil √ √

Water Resources √ √ √ √ √

Water Quality √ √

Land Use √ √ √ √ √

Air Quality √ √ √ √ √

Noise √ √ √ √ √

Flora √ √ √ √ √

Fauna √ √ √ √ √

Employment √ √ √ √ √





4.4 ASSESSMENT OF ENVIRONMENTAL IMPACTS DURING DEVELOPMENT

AND CONSTRUCTION PHASE

4.4.1 Topography

The proposed development will involve considerable change in the topography of the area, as

the proposed land is an undulating terrain with a contour difference of 1.381 m in the highest

and lowest part of the land. The proposed activity during the construction phase would

involve excavation work and leveling of proposed site. Since the proposed project involves

the construction of basements earth will be required to be excavated. The cut & fill will be

balance by volume of earth which would be excavated and for filling low lying area and

construction of embankment for roads.

The construction activities was proceed in a manner to maintain the natural slope of the area

by creating basements.

No additional stresses will be imposed by the project on these parameters and hence no

significant impacts are expected.

4.4.2 Land Use Pattern

The existing land use of the acquired site does not support any agricultural practices;

although, some of the small bushes and seasonal vegetation exist within the site. Further,

the said land has already been granted license for development of Commercial Project by

DTCP, Haryana.

Therefore, it can be inferred that the proposed development will not cause any loss to

agricultural productivity.

The proposed facade of the project was designed with climate responsive elements,

sensitive use of stone, water and greenery to create an efficient and aesthetic work

environment. Planned environment friendly development would create a positive impact

on the aesthetics and visual appeal of the region.

The proposed development on the project site include development of large inter

connected landscaped areas and open spaces at various levels which would enhance the

overall aesthetics of the area.





The change in aesthetics and visual appeal of the region will also be positive, wherein

unplanned development will give way to a planned, environment friendly and sustainable

urban habitat.

4.4.3 Land Environment

Impact: To avoid loss of top soil during excavation, it is proposed to temporarily store the top

soil in an earmarked area which will be used to be laid over areas to be used for plantation.

Rest of the soil was transported by road to fill up low lying areas elsewhere. Proper drainage

system is provided to channelize storm water. Hence the impact on soil during construction

phase was reversible in the nature.

Mitigation: To ensure minimum or temporary disturbance to soil, it is proposed to remove

vegetative cover only from the specific area on which construction has taken place and

minimize disturbance to the vegetation in adjacent areas. Land clearing activities only

confined to necessary areas. The top soil was stripped from constructional areas and

stockpiled for later use in landscaping. The number, frequency and area of movement of

heavy vehicles will be restricted on soil surface.

4.4.4 Water Environment

4.4.4.1 Surface Water Quality

Impact: 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.

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 causing increase in the suspended particles and turbidity of runoff water

from the site. However, this impact will be minimized by planning garland drains and settling

pits to collect sediments and discharge only clean water to natural water bodies. Also, this will

be temporary in the nature and would be observed in first rain only and after the first

monsoon, the excavated soil at site would be stabilized. Hence, more precautions are required.





Mitigation Measures:- 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.

By providing hutment and toilet facilities for construction labour,

Through the proper disposal of wastewater generated at site.

Canal is bundled from the sides to prevent any kind of pollution to enter.

4.4.4.2 Ground water Quality

Impact: No hazardous chemical and material was used used during construction phase of

Commercial Project. Debris and wastes generated during this phase was collected and

disposed suitably. Therefore, possibility of contamination of ground water will be negligible.

Hence, no impact was anticipated on the ground water quality during the construction phase.

Mitigation: A well planned solid waste management plan was followed during the

construction phase including timely collection, segregation and disposal as per legal

requirements.

4.4.4.3 Surface and Ground Water Hydrology

Surface Water Hydrology

Impact: Runoff during rains take way to natural drains and storm water drains laid in the

area.

Mitigation Measures: Project proponent will ensure no interception on water runoff flow

routes and drainage pattern of the area throughout the construction by providing adequate

water channels.

Ground Water Hydrology

Impact: Water requirement during construction phase was varying depending upon

construction activities and was met by STP at the project site. Water wias required for site

preparation activities, dust settlement, consolidation, compaction and curing as well as

building construction and drinking water requirement. The requirement of construction water

did not put sudden pressure on the available ground water resources of area as other source of

water supply was private water tankers. Therefore, impact on ground water resource was

insignificant during construction of the project





Mitigation Measures: Although no significant impact is anticipated on the groundwater

regime, 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 was painted with curing

chemicals to save water to stop daily water curing hence save water.

Concrete structures was covered with thick cloth/gunny bags and then water sprayed

on them to avoid water rebound and ensure sustained and complete curing.

Ponds was made using cement and sand mortar to avoid water flowing away from the

flat surface while curing.

Water ponding was done on all sunken slabs. This highlight the importance of having

an impervious formwork.


Emissions Source: The potential sources of air emissions during the construction and

development phase of the project as follows:

Dust was from earth works (during site clearance and preparation);

Emissions from power generator at site;

Emissions was from the operation of construction equipment and machines;

Fugitive emissions from vehicles running to site;

Fugitive emissions was during the unloading of material at the site;

Fugitive emissions was during mixing of cement with other building materials during

development and construction activities;

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

of concerns are NO2, SO2, CO, particulate etc.

Air emission by the various stacks of industries.

Potential Impacts: 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





Assessment of the impacts from Dust Emissions: During the excavation of channels,

foundations, unloading of construction material, cement bags and mixing of cement with other

building materials such as brick and silica dust, wood dust, fugitive dust emissions may be

emitted at construction site. During construction, dust suppression by water spraying was

done and curtaining floors from all sides was done to prevent cement dust from becoming

airborne. It may be noted that all the emissions was in the form of coarse particulate matter

and settle down ultimately in close vicinity of construction site. Therefore, no significant

impact was anticipated due to dust emission during development and construction phase.

Assessment of the impact from Diesel Generators: Emissions from the D.G. Set during

construction phase caused some localized impact on ambient air quality for short duration, as

it was only operated during power failure only. It may be noted that the D.G. Set power was

used to operate construction equipment only if required. Adequate height of stacks and

acoustic erective is provided to the D.G. Set as per guidelines of CPCB to facilitate the

dispersion of flue gases into the atmosphere.

Mitigation Measures: It is proposed to provide adequate dust control systems in the form of

installation of batch plants, and loose material handling in covered sheds. Dust suppression

system is also to be provided where necessary. It is also proposed to cover scaffolding, hosing

down road surfaces and cleaning of vehicles especially during the dry season. Avenue and

curtain plantation on the internal roads and peripheral plantation around the site is initiated

from the beginning of construction activities.

4.4.6 NOISE ENVIRONMENT

During the construction phase of project, noise was generated from the various sources.

Some major sources of noise generation at project site are listed are under:

Generation of noise was during movement of vehicles carrying materials and loading

& unloading activities.

Generation of noise was from excavation machines, concrete mixer and other

construction machines,

Generation of noise during the operation of D.G. Set,

Generation of noise during concreting, hammering, etc.

The noise emission sources during construction phase included construction

machineries/equipments to be employed at site.





Prediction Model

For an approximate estimation of propagation of noise in the ambient air from the area or

point source, a standard mathematical model for sound wave propagation has been used which

is as follows:

Noise (Receptor) = Noise (Source) - 20 Log [distance (Receptor) / distance (Source)]

The incremental noise level during the construction phase was predicted using the CPCB

approved noise model DHAWANI, applicable for stationary point sources. For the modeling

purposes, worst case scenario has been considered assuming a flat terrain and absence of

sound absorbers.

It may also be noted that the most of the construction activities was carried out only during the

daytime. The expected noise levels from various activities are given hereunder:

Table 4.4: Anticipated Noise Levels During Construction Phase

Commercial Vehicles 85-91dB (A)

Air Compressor 81 dB

Back Hoe 80 dB

Compactor 82 dB (A)

Concrete Mixtures 85 dB (A)

Concrete Pump 82 dB (A)

Concrete Vibrator 76 dB (A)

Crane, Derrick 88 dB (A)

Crane, Mobile 83 dB (A)

Dozer 85 dB(A)

Generator 81 dB (A)

Grador 85 dB (A)

Impact Wrench 85 dB (A)

Jack Hammer 88 dB (A)

Loader 85 dB (A)

Paver 89 dB (A)

Pile Driver (Impact) 101 dB (A)

Pneumatic Tool 85 dB (A)





Pump 76 dB (A)

Roller 74 dB (A)

Saw 76 dB (A)

Scarifier 83 dB (A)

Scraper 89 dB (A)

Shovel 82 dB (A)

Tie Cutter 84 dB (A)

Truck 88 dB (A)

Resultant Noise Level:

The combined effect of above sources can be determined as per the following equation:

Lp (total) = 10 log (10(Lpl/10)

+ 10(Lp2/10)

+ 10(Lp3/10)

+……..) ……. (1)

Where: Lp1, Lp2 and Lp3 are noise pressure level at a point due to different sources in dB (A).

For an approximate estimation of dispersion of noise in the ambient air from the sources

point, a standard mathematical model for sound wave propagation is used. The sound level

generated by noise source decrease with increasing distance from the source due to wave

divergence. An additional decrease in sound pressure level from the source is expected due to

atmospheric effect or its interaction with objects in the transmission path.

For hemispherical sound wave propagation through homogenous loss of free medium, noise

levels at various locations can be calculated due to different sources using model based on the

first principles as per the following, equation:

Lp2 = Lp1 -20 log (r2/r1) ………. ( 2 )

Where: Lp2 and Lp1 – Sound Pressure Level (SPLs) at distance of r2 and r1 from the source

respectively in dB (A).

Assuming no environmental attenuation factors, noise modeling has been done, which shows

that additional noise level will not be much above the baseline noise level with in short

distance.

The noise produced during, development and construction phase will have temporary impacts

on the existing, ambient noise levels at project site but restricted to small distance and only





during daytime. Therefore, the impact of noise levels on surrounding area will be

insignificant during the development and construction phase.

Mitigation: To minimize impacts of noise generation from construction activities, the

workers was provided with ear muffs and other protection devices. D.G. Sets with proper

acoustic enclosure for controlling noise was installed at the project site. Avenue and curtain

plantation on the internal roads and peripheral plantation around the site servea as an

attenuator and was initiated from the beginning of construction activities

4.4.6 Biological Environment

Impact: There is no loss of forestland due to the construction of the proposed project. No

tree felling was involved, Birds and other domesticated biodiversity observed near the project

site are common and already adapted to thrive in human - colonized habitats. The project did

not have any significant negative ecological impact. There is no forest near the project site and

therefore there is no effect on the ecology of the area.

Mitigation Measures: However, Developed extensive green areas in the project site to

improve the aesthetics of the area which helps in reduction of air pollution, noise pollution

and provide suitable habitat for local birds and animal species.

4.4.7 Economic Impacts

Impact: 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 workers was

be hired every day 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 project. Once the development and

construction of the project will complete, there will be long-term positive impact on the

economic structure of the area. People in the area will get direct and indirect employment

opportunities and other benefits from the Proposed Project. Therefore, overall positive impact

is anticipated on economy of the area due to development and construction activity of the

project





4.4.8 Socio-Economic

During the construction phase, about 300 workers got direct employment opportunity, and

during operational phase about 8500 workers will get direct employment which will have

beneficial impact on the local people and improve socio-economic conditions of the area.

4.4.9 Construction Camp

Impact: During the development and construction phase, most of the laborers was from local

areas. Therefore, temporary laborer camps was constructed to accommodate the laborers at the

project site..

Mitigation: Suitable measures was 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, water and solid waste disposal system.

Other safety precautions was also 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 was made. All applicable rules and

regulations pertaining to workplace health and welfare of workers will be adhered to.

4.4.10 Solid Waste Management

Impact: The construction waste includes debris, concrete (often recycled and reused at the

site), steel and other metals, pallets, packaging and paper products, fluorescent tubes, wood

beams, joists, studs, baseboards, cabinets and cupboards, railings, brick, doors and casings,

interior windows, bathroom fixtures, light fixtures, ceiling grid and tile, furnishings, replant

trees, shrubs. All waste generated during the construction phase was collected and segregated

for disposal as per the standard practice.

During the development and construction phase, some amount of debris, cuttings of

construction materials was observed at construction site. However, the quantity of these

waste materials was very small and limited up to the construction site only. There was no

contamination due to this waste as it was collected time to time during construction phase and

disposed accordingly.

Mitigation Measures: After due waste segregation, recyclable wastes was sold off to scrap

dealers and vendors. Hazardous wastes was disposed off as per the provisions of the

Hazardous Wastes (Management & Handling) Rules, 2016.





Impact: During development and construction phase, construction labour and construction

materials bringing vehicles was approach the project site. The Commercial Project is well

connected to neighborhood, where public transport facility, like, buses and minibuses are

available as transport linkage. 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 road of adequate width

Mitigation: Through careful planning, the movement of the heavy vehicles will be scheduled

to reduce incremental load on existing traffic such that the peak hours are avoided. It shall

also be ensured that all the vehicles to the site will be provided with Parking space such that

there is no waiting time along the access roads.

4.5 ASSESSMENT OF THE ENVIRONMENTAL IMPACTS DURING POST

CONSTRUCTION PHASE


During the operation phase, carefully designed landscaped areas and plantation will be

maintained. No significant impact is expected on the soils on and around the site, due to

the following management measures:

i. All solid and hazardous wastes from the project will be properly collected,

stored and disposed. An integrated solid waste management plan will be

developed as per the details given in Chapter 6.

ii. Wastewater will be treated and disinfected and reused for various purposes on

site and will not be discharged outside the premises.

iii. Storm water will be used to recharge the aquifer after filtration of silt and sand.

iv. Secondary containment will be provided in fuel, oil and other material storage areas.

v. The entire site area will be well paved and thus there will be no leaching of any

substances in case of spills.

Hence, no negative impact on soil quality in the study area is expected due to the project

activities.





4.5.2 Water environment

4.5.2.1 Surface water hydrology

Impact: The waste water generated from the proposed activity, will be collected through the

lined network for treatment in the Sewage Treatment Plant (STP). The treated wastewater will

be reused and no discharge of polluted water will be made into any surface water body.

Therefore, impact on the surface water hydrology was insignificant during the post

construction phase.

Mitigation: In absence of any storm water drainage, the rainfall often finds its way into the

surface water bodies. To avoid the same, a well planned rain water harvesting plan was

proposed that collect the rain water, as ground water level is shallow at site and by doing this,

it is possible to recharge ground water as well as maintain water in river to meet demands of

the people living near by the river.

4.5.2.2 Ground water hydrology

Impact: Underground water tank of required capacity is provided and over head tanks also

provided for water storage. Therefore, no significant impact is anticipated on ground water

resources due to the project as it water level in the area is shallow.

Mitigation Measures: It is proposed that rain water will be collected and conveys the same

to recharge pits through proper drainage channel, as ground water level is shallow at site and

by doing this, it is possible to recharge ground water as well as maintain water in river to meet

demands of the people living near by the river. Treated wastewater from the site will be

recycled for landscaping, flushing to further reduce demand on freshwater resources.

Water meters conforming to IS standards shall 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,

and tap aerators etc will be explored.

4.5.2.3 Surface Water Quality

Impact: The wastewater generated from the project will be collected through the lined

network, and treated in a STP will be provided in module wise. No discharges from the

project site will be made to any surface water body.

Mitigation Measures: Effluent will be discharged after proper treatment.





4.5.2.4 Ground Water Quality

Impact: The storm water from the site will be channelized to recharge pits for the reason as

explained above. The wastewater from the site is proposed to be used for landscaping only

after adequate treatment in existing Sewage Treatment Plant. Hence, no adverse impact is

anticipated on the groundwater quality form the project.

Mitigation Measures: Solid waste management practices is adopted and followed to prevent

groundwater pollution through leaching.


AIR ENVIRONMENT

Air Emissions Sources

Air emissions have no boundaries and can migrate from one place to another place

depending upon the wind direction and speed. The sources of air emission can be grouped

into three categories of point, area and line sources:

1. A pollutant source that can be treated in a dispersion model as though pollutants

were emitted from a single point that is fixed in space. Example: the mouth of a

smoke stack.

2. An array of pollutant sources so widely dispersed and uniform in strength that

they can be treated in a dispersion model as an aggregate pollutant release from

a defined area at a uniform rate. Such sources may include vehicles and other

small engines, small businesses and household activities, or biogenic sources,

such as a forest, that release hydrocarbons.

3. An array of pollutant sources along a defined path that can be treated in

dispersion models as an aggregate uniform release of pollutants along a line.

Example: the sum of emissions from individual cars traveling down a highway

can be treated as a line source.

Prediction of Impacts

Vehicular emissions and DG set emissions was the major sources of air pollution. During the

post construction phase, cars, scooter/motorcycle will be owned by the population of such

project. Ground Level Concentration of pollutants (as added by the project) will depend upon

the following:





Emission of pollutants from additional traffic on the roads due to the project.

Meteorological conditions.

Emission sources from D.G. Sets.

Industry specific emissions

PM, NO2, SO2 and CO will be the main pollutants of primary concern released from traffic

movement, DG sets emissions. The dispersion of vehicular emissions would be confined

within limited distance from the road and concentration will decrease with the increase in

distance from road as worked out by the line source model. It was anticipated that the

contribution of vehicular emissions from the exhaust in ambient air quality will be marginal

as Pollution Under Control (PUC) Certified vehicles and branded vehicles with low sulphur

diesel will be used. Ground Level Concentration (GLC) of pollutants are found to be well

within the stipulated National Ambient Air Quality Standards due to traffic movement and

vehicles used inside the premises. Air modeling for DG set using ISCST3 model has been

done for prediction of impacts caused by DG sets operation during Operation Phase. Stack &

emission data was used as per design value provided by standard make and stipulated

standards. Other primary data used as input for model were hourly meteorological data of

Wind speed & direction, temperature, cloud amount and mixing height. Mixing height used in

the model was taken from secondary data source “Atlas of Hourly Mixing Height

Assimilative Capacity of Atmosphere in India published in 2008 by IMD, Delhi”. Hourly

meteorological monitored at site during study period data was compared with long term data

available from the nearest IMD Station.

Power requirement will be met from DHBVN. Back-up power supply will be provided by

installing 5 nos. sets of combined capacity = 7,000 KVA (4 x 1500 KVA + 1 x 1000 KVA).

This will cause emission of PM, SO2, NO2 and CO in the ambient air quality. In the project,

D.G. set will be used only during power failure and low sulphur diesel will be used as fuel to

minimize SO2 emission. Incremental load in the ambient air environment will be found to be

very low as given in the report. An adequate stack height for D.G. sets is provided as per the

stipulated guidelines of Central Pollution Control Board (CPCB)/ National Building Code

Manual to facilitate adequate dispersion of pollutants and to minimize the impact on Ambient

Air Quality under the influence of local meteorology.

Meteorology - Hourly Meteorological data of wind speed & direction, temperature, cloud

amount and rainfall were monitored at site for 1 months for the dispersion model. Wind rose

was prepared in sixteen directions as per standards. It was observed that westerly and north-





northwesterly wind was the prevalent wind direction during the study period. Average wind

speed was 3.02 m/s and calm condition was 0% during pre-monsoon.

Fig 4.2 Windrose Diagram

Model details and Frame work of Computation:

The predictions for air quality during operation phase was carried out using

CPCB/MoEF&CC approved USEPA, Industrial Source Complex (Version - ISCST3)

Dispersion model developed by the US Environmental Protection Agency (USEPA) for

prediction of pollutants dispersion from single or multiple point sources using emission and

hourly meteorological data of the study period. Assumption used in the model was as

follows:

The plume rise is limited to that of the mixing layer as published by IMD in the Catalogue of

Atlas of Mixing Heights in India for the site

Stack down-wash is not considered.

Flat terrain is used for computations;

It is assumed that the pollutants do not undergo any physico-chemical transformation.





Chemical and scavenging process occurred in the atmosphere in the pollutants released

at the stack exit is not considered.

Prediction is based on single/multiple point sources, pollution released at stack exit

and dispersed on the ground under influence of local meteorological conditions during

the season.

ISCST3 dispersion model was used to predict GLC caused by a single point source (1 stack)

at each receptor of 100 m x 100 m of grid network covering total area of 2000 m x 2000 m

around the proposed source with stack & emission values and 1-hourly meteorological data.

It was observed that SO2, NO2, Co and PM were significant pollutants released from the fuel

of the D.G. sets. Emission of PM, CO and SO2 were found insignificant with low values

compared to NO2. In this proposed project, NO2 was the worst affected pollutant released into

the atmosphere. 24-h GLC were predicted for SO2, NO2, CO and PM but isopleth of NO2 is

only presented in the report as GLC of other pollutants were lower under similar

meteorological conditions.

Discussion of Results

ISCST3 - Dispersion model was used to predict GLC of NO2 with stack & emission and

hourly meteorological data. NO2, being the predominant source, 24-hours average maximum

incremental GLC of NO2 was predicted to be 3.077 µg/m3 which will occur at X= 1400m, Y=

0 m from the DG sets fitted with 66 m chimney. It was found that GLC of NO2 was less than

the permissible limit of 100µg/m3

(as per CPCB guidelines) even under worst meteorological

condition (Table 4.5).

Table 4.5 : Meteorological data for the 24-hour average maximum predicted

Concentration under worst meteorological condition

Year Month Date Time Wind

Direction

Wind

Speed

Temp

2018 1 23 1 247.5 3.1 308

2018 1 23 2 247.5 3.6 307

2018 1 23 3 270 3.6 307

2018 1 23 4 247.5 2.6 305

2018 1 23 5 247.5 2.6 304

2018 1 23 6 247.5 2.6 303

2018 1 23 7 247.5 2.6 303

2018 1 23 8 247.5 2.1 304





2018 1 23 9 270 3.1 307

2018 1 23 10 270 5.7 310

2018 1 23 11 270 5.7 312

2018 1 23 12 270 4.1 313

2018 1 23 13 270 4.1 315

2018 1 23 14 270 4.1 317

2018 1 23 15 270 4.1 317

2018 1 23 16 270 4.1 317

2018 1 23 17 270 5.7 317

2018 1 23 18 270 6.7 317

2018 1 23 19 270 4.6 316

2018 1 23 20 270 3.1 313

2018 1 23 21 270 3.1 313

2018 1 23 22 247.5 2.1 311

2018 1 23 23 270 3.6 311

2018 1 23 24 270 3.1 310

Spatial distribution of NO2 is shown in isopleth Figure 4.4. It was observed that GLC closed

to the proposed source will be not significant. 24-h maximum value was 3.077 µg/m3

occurring at the distance 1200 m West of the prediction point.

Conclusion

Incremental 24-h GLC of NO2 was 3.077 µg/m3. High to moderate wind speed and minimum

stack height of 66 m facilitates dispersion at the distance of 1200 m West under the influence

of local meteorology.





Figure 4.3: Spatial distribution of 24-hours average NO2 concentrations (µg/m3)

Mitigation Measures: The project proponent will develop a green belt inside the premises of

the project site and along the internal road, which will work as barrier for the movement of

pollutants and help in pollution control.

Different native varieties of plants will be planted i.e. for parks, parking area, avenues etc.

Common trees which are going to be planted are Neem, Amaltus, Pipal, Pilkhan and

Maulsiri,Samel & Alstonia. Road-side plantation will be carried out.





4.5.4 Noise Environment

Impact: The main sources of noise from the project are running of D.G. Set. D.G. Set

installed will provide emergency electricity supply during power failure. This will be

intermittent and for short durations. The PUC certified will be allowed to enter the site.

Mitigation Measures: D.G. Sets will be fitted in suitable acoustic enclosures 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 other side of the plantation i.e. outside the boundary.

4.5.5 Terrestrial Ecology

Impact: The project proposes 10,003.812 Sq. m of green area that will be planted with local

species with aesthetic appeal that will attract local bird and insect species.

Mitigation Measures: Various kinds of plantation such as curtain, avenue and ornamental

plantation and lawns was started during the construction phase itself and maintained during

the operation phase. Open space and Parks will be fenced through the grasses and ornamental

plants. Local and low water demanding plants that will also be effective as sinks for various

pollutants and attract birds will be grown in the site that will contribute in positive to the local

ecology.

4.5.6 Socio-economic Impact

IMPACT ON SOCIO-ECONOMIC ENVIRONMENT

Positive Impacts

Better Physical Infrastructure

At present the Project area is devoid of adequate physical infrastructure. There is lack of good

quality roads, communication and transport, and water facilities in the project area. The

project will involve road upgrading and better power and water supply in the area. This would

enhance the existing infrastructure and also encourage further development in the

surroundings. It is likely that with better communication and accessibility infrastructure, there





will be increase in the number of local people indulging in trade, commerce and allied

services.

Better Social Infrastructure

The design of proposed project has recognized the important role that social infrastructure

plays in the creation of strong, healthy and sustainable communities. Sustainable communities

require good schools, good health services, good parks, transport choices, flourishing

businesses as well as a range of housing types. The design includes: office spaces and plenty

of open spaces and green area that will reduce vehicles congestion and air pollution etc. It will

provide the following benefits:

Better conducive environment for living

Enhance confidence of foreign investors in Gurgaon

Green initiatives :- reduce traffic congestion / fuel consumption / pollutions

Employment Potential:

During the Construction period, there was requirement of workers thus providing

opportunities for employment. The proposed project will provide employment to local

residents. Besides this, local building material industries supplied cement, sand stone and

other materials. The construction of project will increase the movement of workers and

people in the area, providing a greater exchange of technology and business opportunities.

Generation of additional economic activity is expected to create employment opportunities for

the local population during operation phase. The service industry will have a corresponding

increased market base. Money spent within the local economies will have a multiplier effect

as the money is spent throughout the community. This will improve the business base in the

region and will lead to additional services being provided.

Other Benefits

Benefits to women: The proposed facility has generated jobs for the women laborers

during construction as well as operation phase. The women would also have the

opportunities for administrative or other supervisory jobs, closer to their place of stay.

Increase in land value: With the proposed project coming in the area the prices of the land

will increase considerably. Hence the proposed project will have beneficial impact.





Better health and educational facility: The proposed facility is well planned and would be

designed to incorporate the state of art health facility and therefore would provide

emergency services. Similarly Private educational resources in the study area would

provide for the better education.

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 other business

like workshops, marketing, repair and maintenance tasks etc.

Aesthetics Environment: The architectural character of the new building, the vistas and

landscaped areas created would improve the aesthetics of the area.

Additional Revenues: 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.

For example property tax, licenses and permits fee etc.

Negative Impacts

Traffic and Transport: During the construction phase, truck movement due to construction

activities taken place. In order to minimize any inconvenience that may arise, the movement

of trucks was only allowed during night and non-peak hours. During the operation phase, the

traffic in the area is likely to increase. This may lead to traffic congestion and inconvenience

for pedestrians and residents accessing the localities. The traffic study and Transportation

Management Plan being developed for the project will mitigate these impacts to a large extent

Transit Labor population: Laborers for the project were from surrounding areas. About

400 laborers were working on the site and most of them were on contract or from the

neighboring settlements. No significant pressure on local infrastructure is envisaged.

Negligible Impacts

Resettlement & rehabilitation issues: Since there is no existing settlement at the project site,

hence there is no issue of resettlement or rehabilitation.

Demography: During construction and operation phase, some of the work force is likely to be

nonlocal. It is highly unlikely that this will affect or alter the existing demographic profile and

population density.





Impact on historical, archeological & architectural sites: There are no historical or

archeological monuments of significance within 10 kilometers radius of the project and hence

no negative impact in this regard is anticipated.

4.5.7 SUMMARY OF IMPACTS

A summary of likely impacts due to proposed project is presented in Table 4.6.

Table 4.6 Summary Matrix of Predicted Impacts due to Proposed Project

S.

No Components Activities Predicted impacts Extent of Impacts

CONSTRUCTION PHASE

1. Ambient Air

Quality

-Dust emissions

from site

preparation,

excavation,

material handlingand

other construction

activities at Site.

Minor Negative

impact insidethe

premises. No

negative impact

outside the site.

Impacts was temporary

during construction phase.

Impacts was confined to

short distances, as coarse

particles will settle within

the short distance from

activities.

2. Noise

Noise generatedfrom

construction activities

and operation of

construction

equipment

Minor negative

impact near noise

generationsources

inside premises.

No significant

impact

on ambientnoise

levels at sensitive

receptors.

Temporary impacts during

construction phase. No

blasting or other high

intensity noise activities

envisaged. Baseline noise is

already higher than the

standards. Contribution

of noise during the

operational phase will be

confined in time and space





3. Water

quality

-Surface runoff from

project site

-Oil/fuel and waste

spills. -Improper

debris disposal -

Discharge of

sewage from labour

camp.

Minimal due to

effective EMP

proposal

Impact will be temporary.

Local labour were

employed to reduce size of

labour camps. No perennial

surface water resource

adjacent to site. Labour

colonies was provided

potable water for

drinking.

4. Landuse and

Aesthetics

-Land development Permanentpositive

impact

The project has ample

open areas and green

spaces, with sustainable

infrastructure plan that will

enhance the visual appeal

of the area.

5.

Topograp

hy and

Geology

-Existing site is barren

land with undulating

slopes and not highly

productive.

No Significant

Impacts

No impacts on topography

and no deposits of minerals

on site leading to loss of

revenue. Building was

designed as per IS standards

for earthquake protection.

6. Soil

-Constructionactivity

leading to topsoil

removal and erosion.

Minor negative

impact Temporary

7.

Ecology

Flora and

Fauna

-Habitat disturbance

during construction

activity

Minor negative

impact

The site and adjacent areas

do not

have any significant flora

and fauna

diversity and density. No

endangered species

recorded at project

site.

8. Socio-

economy

-Increased job

opportunity for

locals. Economy

related to

commercial real

estate

development,

material supply etc.

expected to boom.

Overall positive

impact





9. Traffic

Pattern

Haul Truck movement

and possibility of traffic congestion outside site on the highway.

Minor negative

Impact

OPERATION PHASE

1. Ambient Air

Quality

-Particulate and

gaseous

emissions from DG

sets & and vehicle

movement

Minor negative

impact inside the

premises from

onsite cars.

Negative impact

outside site from

DG sets.

DG sets will be used only

as backup power and would

be required to run a

maximum for 8 hours a

day. Sufficient stack

height as per CPCB

norms was provided for

DG sets.

2. Noise

-Noise from vehicle

movement and

operation of diesel

generator sets

during power

failure.

Minor negative

impact inside

premises.

No significant

impact at sensitive

receptors.

Contribution of noise from the project during operational phase will be limited to minor increase.

3. Water

Quality

-Oil/fuel and waste

spills. -Discharge of

sewage. –Discharge

of

contaminated storm

water

No significant

adverse impact

-

4.

Water

Availabil

ity

-Use of fresh water Minor negative

impact Public supply





5 Soils

-Storage and

disposal of solid

and hazardous

wastes

-Discharge of sewage

-Fuel and material

spills -Pesticides

use

No negative impact -

6.

Ecology

Flora and

Fauna

-Landuse change -

Discharge of

wastewater to

surface water bodies

No negative impact

It is open space withsparse

vegetation. In whole study

area no significant flora

and fauna is recorded.

7. Socio-

economy

-Increased job

opportunity for

locals in the site for

general services

inside the project.

-Project will involve

road upgrading,

better power

supply, water

source and other

infrastructure

facilities etc.

Overall positive

impact --

8. Traffic

Pattern

-The project is

likely to add to the

traffic on Gurgaon

Faridabad Road

Moderate Negative

Impact

Traffic management

measures and additional

road infrastructure was

planned by the developers

with the consent of the

concerned authorities to

meet the increased traffic

loads.





CHAPTER-5

ANALYSIS OF ALTERNATIVES

5.1 INTRODUCTION

This chapter discusses the assessment of various options that may be available for different

components of the project in terms of environmental suitability. Lately, there are a number of

options available for the use of building materials, means of energy conservation and methods of

transportation. The various applicable options are thus evaluated for their suitability to project

and environment.

5.2 BUILDING MATERIALS

The choice of building materials plays an important role in terms of energy efficiency of the

building. The manufacture of building materials should also be assessed to ensure the use of

environment friendly and recycled/ recyclable construction materials.

5.2.1 Wall

Conventionally, sun burnt clay bricks are cemented in the construction of walls. The strength of

these construction materials cannot be compromised which will otherwise pose a threat to the

life and property of the occupants. However, presently, materials with similar properties are

easily available that are made of waste products, thereby reducing the waste burden and

conserving natural resources. Thus, the project proposes the use of the following for walls:

Brick and block products with waste and recycled contents such as fly ash (15 to 35%),

blast furnace slag (20 to 25%), sewage sludge, waste wood fiber etc.

Fal-G products – are manufactured by use of two waste products being fly ash, calcite

gypsum (a byproduct of phosphorgypsum or natural gypsum) along with lime.

Perforated bricks

Materials proposed for use in the wall openings such as doors and windows include:

Precast thin lintels, use of fibrocement-sunshade cum lintel etc.

Renewable timber

Steel manufactured from recycled content

Aluminum manufactured from verified recycled content





Saw dust based doors and window frames

Ferro cement shutters, PVC doors and windows, Rice husk boards, Natural fibre-

reinforced

Polymer composite door panels

The finishing for the openings will be by the use of Fly ash, Ceramic tiles, and Terrazzo

floors.

5.2.2 Roof

The conventional material used for roofing is RCC, as it is suitable for longer spans. The

constituents of RCC, i.e. cement, sand, aggregate and steel are energy intensive materials and

high embodied energy content.

Alternately, it is proposed to use lightweight synthetic aggregates such as fly ash based

aggregates, which is suitable for manufacture of brick, blocks, and is good substitute for clinker

and natural aggregates. When pre-cast/aerated cellular concrete walling blocks and roofing slabs

are used in multi- storied structures, they reduce the weight, resulting in a more economical

design. They have high rating to fire resistance and provide better insulation and thus improved

energy efficiency. These are manufactured by the aerated cellular concrete manufacturing

process.

5.2.3 Superstructure

Structural frame of building comprises of footing, columns, beams and lintels, over which the

envelope of building is supported. A variety of metals are used in buildings, but the major

building material used structurally is steel. Steel has a high-embodied energy and recyclable

content, as well as scrap value. Aluminum forms the second most common material used for

roofing sheets, window frames, and cladding systems, which has the highest recyclable content.

Hence, bulk of the metal needs for the building shall be met by steel and aluminum. Problem

with RCC. The choice of cement will be:

Use of fly ash and/or blast furnace slag concrete: The amount of cement used in

concrete can be reduced by replacing a portion of the cement with coal fly ash (waste





material from coal burning power plants) and/or GGBF (ground granulated blast furnace)

slag in conventional mixes.

Recycled aggregates: Recycled aggregates include crushed concrete, brick, glass, or

other masonry waste can also be used in conventional mixes

Lightweight concrete: Aluminum powder when added to lime reacts and form hydrogen

bubbles, and a lightweight cementations material is formed which could be used in

conventional mixes.

5.2.4 Roads and open spaces

Roads and open spaces consist of compound walls, grills, roads, sidewalks, parking lots, drains,

curbs, landscaped areas, street furniture, tree covers, and flowerbeds.

In line with environment friendly design it is proposed to provide:

Permeable paving- Permeable (porous) paving will be provided to control surface water

runoff by allowing storm water to infiltrate the soil and return to the ground water. The

traffic areas will however continue to be impermeable.

Gravel/crusher fines- Loose aggregate materials from masonry wastes will be used to

cover pedestrian surfaces.

Use of grass pavers on the road, parking and pedestrian areas to reduce the heat island

effect.

Use of steel in fencing, grills, tree covers, and benches and even in streetlights will be

replaced by bamboo in the parks and green landscaped areas.

5.3 NATURAL HAZARD PRONE AREAS

The project is situated in earthquake risk area (Seismic zone- IV). Special attention is thus given

to the structural design of foundation, elements of masonry, timber, plain concrete, reinforced

concrete, pre-stressed concrete, and structural steel. All applicable guidelines was also be

followed in this regard to ensure safety of the building and its occupants.





5.4 ENVIRONMENT FRIENDLY DEVELOPMENT

Without compromising on the safety and comfort of the occupants, care was taken to achieve an

energy efficient, water conscious project the benefits of which will be enjoyed in monetary terms

by the employees and other intangible benefits will result for the society at large. This will be

achieved by:

a. Minimal disturbance to landscapes and site condition

The project aims to integrate the new development with the local existing surroundings. Efforts

are made to minimize on-site tree cutting by careful and detailed layout planning. Tree felling

shall be undertaken only after receiving requisite permissions and under strict supervision. The

original landscape of the site has also been integrated with the design of the project such that

there is no alteration the site topography.

b. Resource Conservation and Environmental Friendly Building Materials

To reduce the ecological footprint of the development, use of recycled material for construction

and conserving natural resources is of primary importance. In this light, the use of recyclable

building materials has been proposed for various building materials. It is also proposed to reuse

building components, minimization of construction wastes etc.

The project is also committed towards conservation of water. This includes use of treated

sullage, rainwater harvesting, provision of low water flow fixtures and raising awareness on

means of water conservation. There will be provision of dual plumbing in the office and separate

line for flushing in the office. Treated water will be used for flushing used in the dual plumbing.

Sullage generated will be treated to the tertiary level till it will conform to the standards.

c. Efficient use of Water and Water Recycling

The need for water conservation in the face of impending water crisis cannot be overemphasized.

The project will follow a three pronged management for water resource viz water resource

development, minimize use of water and recycle sullage generated within the site.

Rainwater harvesting across the entire project area is proposed to recharge groundwater. A

detailed storm water drainage system and water harvesting procedures are proposed to achieve

this.





The water demand is proposed to be brought down by the use of water efficient fixtures,

implement best management practices for horticultural activities. An important means for

achieving this is spreading awareness to the occupants for generating water conservation

awareness.

To reduce the freshwater demand of the project, sullage from site will be treated in a CSTP and

recycled for landscaping, flushing, etc.

d. Use of Energy Efficient design and Eco-Friendly Equipment

The project was designed such that there is optimal solar energy utilization, especially for natural

light availability. Shading was provided on sides that will otherwise reduce the energy

efficiency of the building. Energy conservation will be one of the focuses during the planning,

development, and post construction stages.

Use of Renewable Energy

The electrical supply is largely dependent on thermal power plants that are largely responsible

for accelerating the phenomenon of global warming and consumption of limited natural

resources. It is of paramount importance to shift focus on other renewable sources of energy to

achieve sustainable development in the energy sector. The project area in Faridabd receives

adequate hours and intensity of sunlight for effective solar energy generation. Taking full

cognizance of the availability of natural sunlight and technology, the project proposes the use of

solar energy to reduce the power demand of the project.

Solar energy will be used for the purpose of heating of the water.

e. Indoor Air Quality for Human Safety and Comfort

To provide the occupants with a safe building is the primary responsibility of a developer. Indoor

pollution sources that release gases or particles into the air are the primary cause of indoor air

quality problems in homes. Inadequate ventilation can increase indoor pollutant levels by not

bringing in enough outdoor air to dilute emissions from indoor sources and by not carrying

indoor air pollutants out of the home. High temperature and humidity levels can also increase





concentrations of some pollutants. Likewise, it is proposed to use all user safe building materials

such as:

i. The buildings will be painted with low VOC, ammonia free paints.

ii. Asbestos will not be used.

iii. Adequate ventilation will be provided in floor.

iv. Adequate openings for sunlight to enter the building, thereby reducing chances of

microbial growth.

v. All building maintenance and cleaning materials will be kept in an isolated and well

ventilated room with restricted entry.

f. Effective Controls and Management Systems

It is proposed to establish a Management System that will comprise modern equipment’s as well

as an efficient team of maintenance staff.

i. All essential services such as water supply will be provided with power back up.

ii. A security system for the project will be provided comprising intercom facility, closed

circuit camera to the entrance and round-the-clock manning.

iii. Separate entries and exits of employees from the visitors are proposed. The staff vehicles

will be provided with identification stickers while visitors’ vehicles will be monitored

through security guards at the entrances.

The project further proposes extensive green areas as avenues, parks and roadside plantations.

The plants not only serve various direct environmental facilities, but also have indirect positive

environmental impacts such as reduction in overall energy use in buildings. The balcony garden

is a natural development of the balcony’s role as a link between interior and exterior

environments. Efforts will be made to cover walls with climbers, as feasible.

5.5 COMMUNITY ISSUES

Apart from the site occupants, all efforts will be made to ensure that the exiting neighborhood is

not adversely affected by the project.





5.6 ENERGY CONSERVATION

To achieve conservation of energy, appropriate design of a building is of paramount importance.

Accordingly, it is proposed to incorporate the guidelines of Energy conservation Building Code,

2005 for the building structures.

The concept of passive solar design emphasizes architectural design approaches that minimize

building energy consumption by integrating conventional energy-efficient devices, such as

mechanical and electrical pumps, fans, lighting fixtures, and other equipment, with passive

design elements, such as building sitting, an efficient envelope, appropriate amounts of

fenestration, increased day lighting design, and thermal mass. The basic idea of passive solar

design is to allow daylight, heat, and airflow into a building only when beneficial.

The project layout has been finalized after careful sitting consideration of optimize availability of

natural sunlight. Advanced Solar Passive Techniques are employed to achieve energy efficiency.

Glazed windows are located to receive maximum sunlight in winter. To reduce

heat losses during the night these windows are often double-glazed and have

insulating curtains.

Thermal storage wall is placed between the glazing and habitable space to prevent

solar radiation from directly entering the living space.

Passive cooling systems i.e. cooling directly from evaporation, convection

radiation without using any intermediate electrical devices.

Provisions for use of desert cooler (Indirect evaporative cooling which comprises

water, evaporative pads, a fan and a pump).

Effective measures have been incorporated to minimize the energy consumption in following

manners:

Use of LED lamps instead of GLS lamps for Common area.

Compliance to HAREDA norms.

5.7 TRANSPORTATION

A well planned road network is proposed within the project premises. Adequate parking was

provided during construction phase to ensure that all heavy vehicles visiting the site are





provided parking space within the site. There parking was not access the roads. The movement

of the vehicles were also be scheduled such that the peak hours was avoided.

In the operation phase, entry and exits will be from separate gates to minimize disturbance to the

approach roads to the project site. To avoid congestion of the approach roads, space will be

provided for vehicles waiting checking. Adequate parking is also proposed to ensure there is no

parking along the roads. Within the site, wide roads are proposed. To achieve the same, speed

humps will be provided. Water sprinklers will be applied to reduce the diffusion during loading /

unloading and transportation of construction materials. Green areas of suitable width and species

will be planted to reduce the air & noise pollution generated due to traffic movement. Plant

species will be selected as per the norms.





CHAPTER-6

ENVIRONMENTAL MONITORING PROGRAM

6.1 INTRODUCTION

The purpose of the Environment Monitoring programme is to ensure that the specified mitigative

measures defined in the EMP are complied with and leads to the desired benefits for the target

area and its population. To ensure the effective implementation of the EMP and gauge the

efficiency of the mitigative measures, monitoring shall be undertaken both during the

construction and operation period of the project.

6.2 PERFORMANCE INDICATORS (PIs)

The physical, biological and social components are of particular significance to the project is as

listed below:

Air quality

Water quality

Noise levels

Solid Waste Management

Replantation success / survival rate

Of these, the following are selected as the Performance Indicators (PIs) and shall be monitored,

since these are well known and comparative data series exist:

Air Quality

Noise levels

Water Quality

Flora

To ensure the effective implementation of the mitigation measures and environmental

management during construction and operation phase of project, the environmental monitoring

plan proposed for the project as given in Table 6.1.

6.2.1 Ambient Air Quality (AAQ) Monitoring

Ambient air quality parameters recommended for monitoring during construction activities are

PM10, PM 2.5, CO, SO2, and NO2. Monitoring was carried out twice every six months in each





season during construction phase in accordance with National Ambient Air Quantity Standards.

The locations of pollution parameters to be monitored are detailed out in the Environmental

Monitoring Plan (Table 6.1) as per wind rose of the study period/season and results of sites.

6.2.2 Noise Level Monitoring

The measurements of noise levels will be carried out at all designated locations in accordance to

the ambient Noise Standards. Noise level was monitored on hourly basis. Noise should be

recorded at “A” weighted frequency using a slow time response mode of the measuring

instrument. The measurement location, duration and the noise pollution parameters to be

monitored are detailed in the Environmental Monitoring Plan (Table 6.1).

6.2.2.1 Success of Vegetation

To ensure the proper maintenance and monitoring of the proposed plantation activities, a regular

survey of the survival rate of the planted trees is being proposed upto a period of 2 years from

the start of operation of the project.





Table 6.1: Environmental Monitoring Plan

Environment

Component

Project stage Parameter Standards Location Duration / Frequency

Ground Water

Quality

Construction

Stage

Drinking water parameters Drinking water standards

(IS:10500)

Total 3 Locations

including Project Site

Twice in a year

Operation

Phase


(IS:10500)

Project Site

Twice in a year

Drinking water Construction

Stage


(IS:10500)

Supply water after

treatment

Twice in a year

Operation

Phase


(IS:10500)

Ground Water Twice in a year

Surface water

body

Construction

Phase

pH, BOD, COD, TDS ,

TSS, DO, Oil & Grease

and the pesticide being

used

CPCB standard for

Category

None

Once in a month for summer

season, post monsoon and

winter season.

Treated

wastewater

Operation

Phase

pH, BOD, COD, TDS ,

TSS, DO,

General Standards for

discharge of effluents

Outlet of STP Every three months during

the project life cycle

Air Construction

Phase

PM10, PM 2.5, SO2, NO2,

CO

National Ambient Air

Quality Standards

Total 5 Locations


Continuous 24-hourly, twice

an year.

Operation

Phase

PM10, PM 2.5, SO2, NO2,

CO, O3

National Ambient Air

Quality Standards

Project Site

Continuous 24-hourly, twice

an year.

Ozone – 8 hourly, twice a

week for one month, once in

a year (summer).





Environment

Component

Project stage Parameter Standards Location Duration / Frequency

Noise Construction

Phase

Noise Level in dB (A) As per Ambient Noise

Standards

Total 4 locations


One day hourly

measurement, Six monthly.

Operation

Phase

Noise Level in dB (A) As per Ambient Noise

Standards

Project Site

One day hourly

measurement, Twice in a

year

Rainwater

harvesting

Operation

Phase

Inspection of storm water

drains and rainwater

harvesting pits

Design parameters Project site Prior to monsoons





6.3 Data management

The monitoring will be carried out through MoEFCC/ SPCB/NABL approved laboratory. All

results will be maintained at the project site and submitted to the SPCB/regional office of

MoEFCC as per norms.

6.4 Reporting Schedule

Monitoring activities and their regulation will be the responsibility of owners. It will be decided

by them only whether they will set up the environment management cell or give the contract to

some environment consultancy.

6.5 OCCUPATIONAL HEALTH

In the construction phase, first-aid facility was provided at the site for minor injuries & accidents.

Owner had the facility of routine medical check-up for workers. Routine medical examination of

personnel was carried out as a systematic programme at plant. People working at the high

potential areas were rotated at low potential and vice-versa.

6.6 INTERACTION WITH REGULATORY AUTHORITIES

An in-house team will be created by Project Proponent representative for compliance to EC

conditions and interaction with regulatory authorities.





CHAPTER-7

ADDITIONAL STUDIES

7.1 INTRODUCTION

This chapter analyses the studies that has been carried out for the purpose of better

understanding of disaster during construction and operation of the project. It also highlights the

in-advance preparation to face disaster with respect to both on site and off site emergencies.

The chapter also covers socio economic studies done for the project.

7.2 RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN

Managing this accidental risk in today’s environment is the concern of every industry, because

either real or perceived incidents can quickly jeopardize the financial viability of a business.

Many facilities involve various manufacturing processes that have the potential for accidents

which may be catastrophic to the plant, work force and environment or public.

OBJECTIVE: The main objective of risk assessment study is to propose a comprehensive but

simple approach to carry out risk analysis and conducting feasibility studies for industries,

planning and management of industrial prototype hazard analysis study in Indian context.

7.2.1 RISK HAZARD AND ITS CONTROL MEASURES

7.2.1.1 ON SITE MANAGEMENT PLAN

The on- site management plan was circulated to all concerned member of emergency team. It is

essential that all concerned person are familiar with the overall on- site emergency plan and

their respective roles and responsibilities during emergency. They also had participated

regularly in the mock drills to keep in a state of perpetual preparedness at all times to meet any

emergency.

7.2.1.2. Action Plan of on-site Emergency Plan

The parameters considered are given as follows:

To constitute Disaster Management Committee under Senior Officers.

To identify potential hazards areas in the layout map





To use model to predict hazards impact in the surrounding areas in form of pool-fire or

gas leakage.

To predict degree of burns and distance of the risk zone by using model.

To evacuate the area within risk zone.

To localize the emergency and if possible eliminate it.

To minimize the effects of accidents on people and property.

To take remedial measures in the quickest possible time to contain the incident and

control it with minimum damage.

To mobilize the internal resource and utilize them in the most effective way.

To get help from the local community and government official to supplement internal

manpower and resources.

To minimize the damage in other sections.

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

are in working condition.

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

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

arising.

To mobilize transport and medical treatment of the injured.

To educate the public in the surrounding village regarding hazards.

To arrange treatment of causalities.

To safe guard the people.

To identify the causalities and communicate to persons known to them.

To render necessary help to concerned.

To rehabilitate area affected.

To provide information to media and government agencies.

7.2.1.3 Scope of on-site Emergency Plan

The plan covers information regarding the properties of the proposed project, type of disasters

and disaster/accident prone zones. The important elements considered in this plan are:

Statutory requirement

Emergency organization

Roles and responsibility





Communications during emergency

Emergency facilities

Important information

The primary purpose of the on- site emergency plan is to control and contain the incident and so

to prevent it from spreading. To cover eventuality in the plan and the successful handling of the

emergency will depend on appropriate action and decision being taken on the spot.

Construction of the buildings was done with following all safety norms. However, it is not

always possible to totally eliminate such eventualities and random failures of equipment or

human errors. An essential part of major hazard control has therefore, to be concerned with

mitigating the effects of such emergency and restoration of normalcy at the earliest. A detailed

table showing activities during construction and operation phase along with mitigation measures

are given in Table 7.1:

Table 7.1: Activities during construction and operation along with mitigation measures

HAZARDS ASSOCIATED WITH

ACTIVITIES (During Construction &

Operation)

CONTROL/MITIGATION MEASURES

Manual Handling

- Strains and sprains incorrect lifting - too

heavy loads -twisting - bending - repetitive

movement - body vibration.

Exercise/warm up - get help when needed -

control loads - rest breaks/no exhaustion - no

rapid movement/twisting/ bending/repetitive

movement - good housekeeping.

Falls - Slips – Trips

Falls on same level - falls to surfaces below

- poor housekeeping - slippery surfaces

Uneven surfaces -poor access to work areas

climbing on and off plant -unloading

materials into excavations wind - falling

objects.

Housekeeping - tidy workplace - guardrails,

handholds, harnesses, hole cover, hoarding, no

slippery floors/trip hazards - clear/ safe access

to work areas - egress from work areas -

dust/water controlled - PPE.

Fire

Flammable liquids/Gases like LPG, Diesel

Storage area and combustible building

materials - poor housekeeping - grinding

sparks - open flames, absence of Fire

hydrant net work.

Combustible/flammable materials properly

stored/used - good housekeeping - fire

extinguishers made available & Fire hydrant

Network with reserve Fire water (As per NFPA

Code) - Emergency Plan in case of Fire or

collapse of structure.

Absence of Personal Protective Equipment

Lack of adequate footwear - head protection

-hearing/eye protection - respiratory

protection - gloves -goggles.

Head/face - footwear - hearing/eye - skin –

respiratory protection provided - training -

maintenance.





Defective or wrong Hand Tools

Wrong tool - defective tool - struck by

flying debris - caught in or on - missing

guards - carbon monoxide - strains and

sprains - dust.

Right tool for the job - used properly - good

condition/ maintenance guards - isolation -

eye/face protection - flying debris controlled.

Electricity

Electrocution - overhead/underground

services- any leads damaged or poorly

insulated - temporary repairs -no testing and

tagging - circuits overloaded - non use of

protective devices.

Leads good condition and earthed - no

temporary repairs - no exposed wires - good

insulation - no overloading - use of protective

devices - testing and tagging -no overhead/

underground services

Scaffolding

Poor foundation - lack of ladder access

insufficient planking - lack of guardrails and

toe boards - insufficient ties or other means -

all scaffolds incorrectly braced or stabilized

to prevent overturning.

All scaffolds correctly braced and stabilized -

3:1 height to base ratio - firm foundation,

plumb and level - ladder access provided and

used - proper platform (3 planks/675 mm) -

planks secured - guardrails and toe boards -

900mm to 1100mm high, within 200mm of

working face, mid-rail.

Ladders

Carrying loads - not secured against

dislodgement - defective ladders - not

sufficient length - wrong positions -

incorrectly placed (angles, in access ways,

vehicle movements.

Secured against movement or footed - ladders

in good condition - regularly inspected - extend

1m above platform - 4:1 angle - out of access

ways, vehicle movements - climbing - no

carrying loads - 3 points of contact - no higher

than 3rd

step down - use for access only, not

working platforms.

Excavations

Trench collapse - material falling in

undetected underground services - falls -

hazardous atmosphere struck by traffic and

mobile plant.

Soil stability known - no water accumulation -

existing services known - material 600mm from

edge - clear of suspended loads - hardhats/PPE

- ladders - public protection – atmospheric

testing - traffic controls - Emergency Plan.

Gas Cutting and Welding

Fire - welding flash, burns, fumes,

electrocution in wet conditions - flashback

in oxygen set, leaking cylinders, acetylene

cylinders lying down - poorly maintained

leads.

Welding flash and burns controlled with PPE

and shields -fumes controlled with ventilation

and PPE

(in good condition and properly

positioned),Gas cylinders be kept upright &

secured position (properly tied) - combustible

materials to be kept at secured place to avoid

fire & Fire Extinguishers to be kept in fire

prone area with training to people for its use.

Noise

known noise levels over 85 decibels

Levels below 85 decibels - proper protection.

Falling Material

Fall during carrying/Lifting materials-

dislodged tools and materials from overhead

work areas.

Materials to be secured – kept away from edge

- toe boards –Use of hard hats.

Craneage & Lifts

Display of carrying capacity i.e. load (No. of

Periodic testing by competent authority -

correctly slung/secured loads, lifting equipment





person), incorrectly slung, defective lifting

equipment, unsecured loads, craning in close

proximity to building people and plant - falls

- falling materials.

good condition - use of proper hand signals -

falls while unloading controlled.

• Visitors Presence at site

Falls - struck by - dropped materials -

roading accidents -insufficient hoarding or

fencing - pedestrian access past site -

mechanical plant movement on and off site.

Sufficient hoarding - fencing and barricades -

safe pedestrian access past site traffic

management for loading and delivery -

construction separated from occupied areas of

projects.

7.2.1.4. Objective of on-site Emergency Plan

Risk analysis and risk assessment should provide details on risk posed to people who

work inside or live near hazardous facilities, and to aid in preparing effective emergency

response plans by delineating a Disaster Management Plan (DMP) to handle on-site and

off-site emergencies. Hence, Risk analysis and risk assessment is an invaluable method

for making informed risk-specific for any plant is complex and needs extensive study

that involves process understanding, hazard identification, consequences probability

data, vulnerability models/data, local weather and terrain conditions and local

population data. Risk analysis and risk assessment will be carried out to serve the

following objectives:

Identification of safety areas

Identification of hazard sources

Generation of accidental release scenarios for escape of hazardous materials from the

facility

Identification of vulnerable units with recourse to hazard indices

Assessment of risk on the basis of above evaluation against the risk acceptability criteria

relevant to the situation

Suggest risk mitigation measures based on engineering judgment, reliability and risk

analysis approaches

Delineation/upgradation of DMP

Safety reports: with external safety report/occupational safety report

The risk assessment report may cover the following in terms of the extent of damage with

analysis and delineation of risk mitigations measures with an approach to DMP.

Hazard Identification- identification of hazardous activities, hazardous materials, past

accident records, etc.





Hazard quantification- consequence analysis to assess the impacts

Risk Presentation

Risk Mitigation Measures

DMPs

Figure 7.1: Risk Assessment-Conceptual Framework

Table 7.2: Choice of Models for Impact Predictions: Risk Assessment

Name Application Remarks

EFFECT

WHAZAN

Consequence analysis for

Visualization of accidental

chemical release scenarios &

its consequence

Consequence of analysis for

visualization of accidental


its consequence

Heat load, press wave & toxic

release exposure neutral gas

dispersion

DEGADIS Consequence of analysis for Dense gas dispersion

Hazard

Evaluation

Hazard

Quantificat

ion

Hazard

identificatio

n





visualization of accidental


its consequence

HAZOP & fault tree

assessment

For estimating top event

probability

Failure frequency data is

required

Pathways reliability and

protective system hazard

analysis

For estimating reliability of

equipments and protective

systems

Markov Models

Vulnerability Exposure

models

Estimation of population

exposure

Uses probit equation for

population exposure

F-X and F-N curves Individual/Societal risks Graphical

Representation

7.2.1 Emergency

A major emergency in any situation is one, which has the potential to cause serious injury or

loss of life, which may cause extensive damage to the structure in vicinity and environment and

could result in serious disruption to normal operation both inside and outside the industry

premises. Depending on the magnitude the emergency, service of the outside agencies may also

be damage.

The management has to take effective steps to assess, minimize and wherever feasible eliminate

the risk to large extent. Accident may still occur and it is necessary to be fully prepared to tackle

all such emergencies if and when they occur.

It is likely that the consequences of such emergencies will be confined to the units concerned or

may affect outside. If the consequences are confined within the plant boundary, it will be

controlled by Chief Emergency Controller. The most widely used techniques in practice will

based on experience accumulated over many year and safety audits.

7.2.1 STORAGE & HANDLING OF HAZARDOUS MATERIALS:

Both the hazardous & non hazardous material generated within the Project Site, shall be

temporarily accommodated in necessary units placed within the premises in line with the

Safety, Health and Environmental standards.

The size of these temporary units will depend on the quantity and the type of Hazardous waste

materials like asbestos, PCB, oils, fuels etc. with appropriate storage capacities are placed in the

Estate following Hazardous Waste Management and Handling Rules (2016). Also, if gas

cylinders will be stored in the project premises, the Gas Cylinders Rules under explosives Act





will be followed. Later, these materials will be disposed off at a centralized disposal facility

with utmost care following safety norms.

7.2.2 HAZARD IDENTIFICATION: Hazard is the characteristic of any system or process

which has the potential for accident

The typical methods for hazard identification employed are:

Identification of major hazardous units based on Manufacture, Storage and Import of

Hazardous Chemical Rules, 1989 of Government of India (amended in 2000)

Identification of hazardous wastes based on Hazardous Waste (Management, Handling

and Transboundary Movement) Rules, 2008, as its amendments.

Hazardous substances may be classified into three main classes.

7.2.3 HAZARD ASSESSMENT & EVALUATION: A preliminary hazard analysis shall be

carried out to identify the major hazards associated with storages in the facility. This is followed

by consequence analysis to quantify these hazards. Following are the vulnerable zones of

accident:

Frequent causes of accidents:

Fire and explosion: explosives, flammable materials

Being struck by falling objects

Caught in or compressed

Snapping of cables, ropes, chains, slings

Handling heavy objects

Electricity

Poor illumination

Falls from height

Struck by moving objects

Slipping on wet surfaces

Sharp objects

Oxygen deficiency in confined spaces

Hazardous substances and wastes:

Heavy and toxic metals (lead, mercury, cadmium, copper, zinc, etc.)





Organometallic substances (tributyltin, etc.)

Lack of hazard communication (storage, labelling, material safety data sheets)

Batteries, fire-fighting liquids

PCBs and PVC

Welding fumes

Volatile organic compounds (solvents)

Inhalation in confined and enclosed spaces

Physical hazards:

Noise

Extreme temperatures

Vibration

Radiation (UV, radioactive materials)

7.2.4 Hazard Seasonality Map

Catastrophe like floods, cold wave, drought, hailstorms etc. are climatic hazards and therefore

have seasonal probability of occurrence. Mishaps like fires and chemical accidents can occur

any season. Similarly, occurrence of earthquake is highly unpredictable and can occur in any

season of the year, so its probability is throughout the year.

Hazards like road accidents and rail accidents have high probability in the months of December

and January as during these months there is dense fog all over the district may result into

accidents. Similarly, hazardous chemicals transporting also have similar risk. The above

mentioned list of hazards in Faridabad, show a pattern depending upon the probability and

severity of occurrence during various months of the year. The following table shows

probability and seasonality of hazards.

7.3 DISASTER MANAGEMENT PLAN

A disaster is a catastrophic situation in which suddenly, people are plunged into helplessness

and suffering and, as a result, need protection, clothing, shelter, medical and social care and

other necessities of life. The Disaster Management Plan is aimed to ensure safety of life,

protection of Environment, protection of installation, restoration of production and salvage

operations in this same order of priorities. For effective implementation of the Disaster





Management Plan, it should be widely circulated and a personnel training is to be provided

through rehearsals/drills. To tackle the consequences of a major emergency inside the plant or

immediate vicinity of the plant, a Disaster Management Plan has to be formulated and this

planned emergency document is called Disaster Management Plan.

The objective of the Disaster Management Plan is to make use of the combined resources of the

plant and the outside services to achieve the following:

Effect the rescue and medical treatment of casualties;

Safeguard other people;

Minimize damage to property and the environment;

Initially contain and ultimately bring the incident under control;

Identify any dead;

Provide for the needs of relatives;

Provide authoritative information to the news media;

Secure the safe rehabilitation of affected area;

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

circumstances of the Emergency.

In effect, it is to optimize operational efficiency to rescue rehabilitation and render medical

help and to restore normalcy.

Disaster Management Plan should include Emergency Preparedness Plan, Emergency

Response Team, Emergency Communication, Emergency Responsibilities, Emergency

Facilities and Emergency Actions

7.4 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;

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 under control;





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

circumstances of the emergency;

9. Investigating and taking steps to prevent reoccurrence

The ERP is therefore related to 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 to be well planned so that they would require

less effort and resources to control and terminate emergencies.

Main hazards identified for the project include hazards pertaining to fires in buildings and

fire in diesel storage areas, earthquake and LPG leakage and an ERP pertaining to these is

described in the following section.

7.5 RESPONSE IN CASE OF EARTHQUAKE

7.5.1 Response Procedures for Occupants

If indoors:

1. Take cover under a piece of heavy furniture or against an inside wall and hold on.

2. Stay inside: The most dangerous thing to do during the shaking of an earthquake is to

try to leave the building because objects can fall on you.

If outdoors:

Move into the open, away from buildings, streetlights, and utility wires. Once in the

open, stay there until the shaking stops.

If in a moving vehicle:

Stop quickly and stay in the vehicle. Move to a clear area away from buildings, trees,

overpasses, or utility wires. Once the shaking has stopped, proceed with caution. Avoid

bridges or ramps that might have been damaged by the quake.

After the quake

1. After the quake be prepared for aftershocks.

2. Although smaller than the main shock, aftershocks cause additional damage and may

bring weakened structures down. Aftershocks can occur in the first hours, days, weeks,

or even months after the quake.





Help injured or trapped persons.

1. Give first aid where appropriate. Do not move seriously injured persons unless they are

in immediate danger of further injury. Call for help.

2. Remember to help those who may require special assistance--infants, the elderly, and

people with disabilities.

3. Stay out of damaged buildings.

4. Use the telephone only for emergency calls.

7.5.2 Response Procedure for Emergency Team

1. Formulate an Emergency Response Team for earthquake response.

Using the public address system, inform employees of response procedures discussed

above.

2. Inform the necessary authorities for aid.

3. Ensure no person is stuck beneath any debris, in case of a structural failure.

4. Ensure that all occupants standing outside near the buildings are taken to open areas.

5. Ensure that the first aid ambulance and fire tender vehicles are summoned if necessary.

6. Inform the nearby hospitals if there are any injuries.

7. Check the utilities and storage tanks for any damage.

7.6 Response for LPG Leakage

1. The affected area should be evacuated and cordoned off immediately

2. Initiate an Emergency Response Team for LPG leakage.

3. Shut down the main valves in the gas bank.

4. Ensure that only concerned personnel are present in the affected area and all other

personnel and visitors are moved to the nearest assembly points.

5. Rescue trapped personnel, also check if any personnel are unconscious in the area and

immediately move them outside and provide first aid. Ambulance should be summoned to

take injured personnel to the nearest hospital.

6. Personnel in the nearby buildings to close all doors and windows to prevent entry of the

leaked gas.





7. Source of leakage to be traced and isolated from all the other areas. And if required use

pedestal fans to bring down the gas concentration.

8. In case of a fire follow the instructions in case of fire.

7.7 RESPONSE IN CASE OF FIRE

1. Required response during in the event of a fire should be described in signs located in

the lobby.

2. On sighting a fire, it should be immediately informed to the environment manager

giving the exact location and type of fire in detail.

3. Initiate the Emergency Response Team for fires.

4. If the fire is small, engage in extinguishing the fire using the nearest fire extinguisher.

5. Guide the Emergency Response Team staff to the emergency assembly point.

6. The Emergency Response Team should immediately inform the nearest dispensary and

security force. If required a fire tender should be summoned.

7. The response team should immediately move to the point of fire and take all necessary

steps to stop the fire. If the fire is not controllable and spreads then the manager in charge

should inform the district authorities and call for external help.

8. The Emergency Response Team will provide immediate relief to the injured occupants

at the scene of incident. Any injured persons should be evacuated on priority to the

dispensary or one of the nearest hospitals based on their condition.

Instructions for occupants

1. Get out of buildings as quickly and as safely as possible.

2. Use the stairs to escape. When evacuating, stay low to the ground.

3. If possible, cover mouth with a cloth to avoid inhaling smoke and gases.

4. Close doors in each room after escaping to delay the spread of the fire.

5. If in a room with a closed door.

6. If smoke is pouring in around the bottom of the door or if it feels hot, keep the door

closed.

7. Open a window to escape or for fresh air while awaiting rescue.

8. If there is no smoke at the bottom or top and the door is not hot, then open the door

slowly.





9. If there is too much smoke or fire in the hall, slam the door shut.

10. Stay out of damaged buildings.

11. Check that all wiring and utilities are safe.

A state of the art fire fighting system is proposed for the project to prevent and control fire

outbreaks. The fire fighting system will consist of portable fire extinguishers, hose reel,

wet riser, yard hydrant, automatic sprinkler system, and manual fire alarm system. The

buildings will also be provided with automatic fire detection and alarm system.





Table-7.3: Brief of Hazard-specific Structural & Non-Structural Measures

Hazard Structural Measures Non-Structural Measures

Earthquake Seismic strengthening of existing

structures.

Structural safety audit of critical

lifeline structure.

Earthquake-resistant construction

Development of Rapid

Visual Screening procedures

and Detailed Vulnerability

Assessment.

Regular conduction of

Fire Safety Audits and

Electrical Safety Audits.

Public Awareness

campaigns.

Techno-legal regime for

ensuring compliance of

earthquake-resistant design

and construction practices in

all new constructions.

Fire Implementation of all applicable

fire safety norms.

Training of community

members in fire-fighting

techniques.

Putting in place audit

system.

Compulsory fire hazard

evaluation of all types of

buildings old and new

Planning and calendar of

evacuation drills/ mock drills

in vital installations/

industrial plants/ government

buildings / schools and

critical infrastructure like

hospitals, etc.

Enforcement of fire

approvals as per the

provisions contained in

National.

Building Code (NBC)

2005 for new constructions.

Chemical & Industrial

Accidents

Creation of appropriate

infrastructure as mentioned in Off-

site and On-site plans including

Public Address system.

Enforcement of code of

practices, procedures and

standards.

Audits of On-site & Off-

site

Emergency plans at regular

intervals

Statutory inspection, safety

audit and testing of

emergency plans

Safety Auditing





Hotline telephone

connection with nearby

emergency services

Awareness generation

among community regarding

HAZMAT

Training of specialized

Medical First Aid

Responders

7.8 RESOURCE CONSERVATION

The project will lead to utilization of various natural resources. As an environmentally

responsible corporate, the developers endeavor to conserve these resources by judicious

management and recycling and strive to build up these resources where possible.

Water Resources: The project had water from Private Water tanker during the construction

phase & from HUDA during operation phase of the project. The national water scenario, where

availability if fresh water is fast dwindling, judicious use of the same cannot be over

emphasized. Following means are proposed to be adopted for conservation of this life

sustaining resource:

Reduced use of water: To further minimize the use of available freshwater, various low flow

fixtures may be provided such as Low flow flushing systems, sensor based fixtures, waterless

urinals, tap aerators. Awareness will also be spread amongst the employees and employees on

the following lines:

Timely detection and repair of all leakages;

Avoiding use of running water while hand-washing;

Watering of lawn or garden during the coolest part of the day (early morning or

late evening, hours) when temperature and wind speed are lowest. This reduces

losses due to evaporation.

Planting of native and/or drought tolerant grasses, ground covers, shrubs and

trees. Once fully grown, they need not to be watered frequently.

Setting sprinklers to water the lawn or garden only, not the street or sidewalk;

Avoiding installation or use of ornamental water features unless they recycle the

water and avoiding running them during drought or hot weather;

Installation of high-pressure, low-volume nozzles on spray washers;





Replacement of high-volume hoses with high-pressure, low-volume cleaning

systems;

Equipping spring loaded shutoff nozzles on hoses.

Treatment and Recycling: The wastewater generated from the site will be treated in an on-site

Common Sewage Treatment Plant (CSTP). This will enable the treated wastewater to be used

for flushing, landscaping, DG cooling etc, thereby reducing the requirement of freshwater for

these purpose.

Rainwater harvesting: It is proposed that rain water from the project will be collected and

conveyed to RWH pits though storm water drainage channel.

Construction material: The project has used various kinds of natural minerals such as sand,

gravel etc. It is proposed to do prior estimation of required quantities of these materials and

procurement only as per requirement. This will also result in cost-efficiency. Excavated soil

from the project site will be used within the site to the extent feasible. Excess soil will be made

available to the nearby construction sites and surplus, if any, will be disposed through local

vendors.

Energy: To conserve the energy resources, good practices will be followed such as turning off

lights and equipments when not in use, ensuring fuel efficiency of motors and vehicles through

proper maintenance and minimal work at night, efficient lighting system.

7.9 EMERGENCY PREPAREDNESS PLAN

Incidents, accidents and contingency preparedness should be accounted during ship recycling

process. This will be a part of EMS. According to these guidelines, an environmental

emergency plan would essentially provide the following information:

Assignment of the duties and responsibilities among the authorities, participating

Agencies, the response team and coordinators and/or those responsible for the

pollution incident;

Relationship with other emergency plans;

A reporting system that ensures rapid notification in the event of a pollution incident;

The establishment of a focal point for co-ordination and directions connected to the

implementation of the plan;





Response operations; should always cover these four phases:

– Discovery and alarm

– Evaluation, notification and plan invocation

– Containment and countermeasures

– Cleanup and disposal

Identification of expertise and response resources available for assistance for the

implementation of the plan;

Directions on the necessary emergency provisions applicable to the handling,

treatment or disposal of certain pollutants;

Link to the local community for assistance, if necessary;

Support measures, such as procedures for providing public information, carrying out

surveillance, issuing post incident reports, review and updating of the plan, and

periodic exercising of the plan.

Emergency response:-

Various activities within the project site are always subjected to accidents and incidents

of many kind. Therefore, a survey of potential incidents and accidents is to be carried out.

Based on this, a plan for response to incidents, injuries and emergencies should be

prepared. Response to emergencies should ensure that:

The exposure of workers should be limited as much as possible during the

operation

Contaminated areas should be cleaned and if necessary disinfected

Limited impact on the environment at the extent possible.

Written procedures for different types of emergencies should be prepared and the entire

workforce should be trained in emergency response. All relevant emergency response

equipment should also be readily available. With regard to dangerous spills, associated

clean-up and fire-fighting operations should be carried out by specially allocated and

trained personnel.





Response team:

It is important to setup an Emergency Organization. A senior executive who has control

over the affairs of the plant would be heading the Emergency Organization. He would be

designated as Site Controller. Manager (Safety) would be designated as the Incident

Controller. In the case of stores, utilities, open areas, which are not under the control of

the Production Heads, Senior Executive responsible for maintenance of utilities would be

designated as Incident Controller. All the Incident Controllers would be reporting to the

Site Controller.

Each Incident Controller organizes a team responsible for controlling the incidence with

the personnel under his control. Shift In-charge with be the reporting officer, who with

bring the incidence to the notice of the Incidence Controller and Site Controller.

Emergency Coordinators with be appointed who with undertake the responsibilities like

fire fighting, rescue, rehabilitation, transport and provide essential and support services.

For this purposes, Security In-charge, Personnel Department, Essential services personnel

would be engaged. All these personnel would be designated as Key personnel.

In each shift, electrical supervisor, electrical fitters, pump house in-charge, and other

maintenance staff would be drafted for emergency operations. In the event of power or

communication system failure, some of staff members in the office/facility would be

drafted and their services would be utilized as messengers for quick passing of

communications. All these personnel would be declared as essential personnel.

Response to injuries

Based on a survey of possible injuries, a procedure for response to injuries or exposure to

hazardous substances should be established. All staff should have minimum training

to such response and the procedure ought to include the following:

Immediate first aid, such as eye splashing, cleansing of wounds and skin, and

bandaging

Immediate reporting to a responsible designated person

If possible, retention of the item and details of its source for identification of possible

hazards





Rapid additional medical care from medical personnel

Medical surveillance

Recording of the incident

Investigation, determination and implementation of remedial action

It is vital that incident reporting is straightforward so that reporting is actually carried out.

Emergency communication:

Whoever notices an emergency situation such as fire, growth of fire, leakage etc. would inform

his immediate superior and Emergency Control Center. The person on duty in the Emergency

Control Center, would appraise the Site Controller. Site Controller verifies the situation from

the Incident Controller of that area or the Shift In-charge and takes a decision about an

impending On Site Emergency. This would be communicated to all the Incident Controllers,

Emergency Coordinators. Simultaneously, the emergency warning system would be activated

on the instructions of the Site Controller.

Emergency responsibilities

The responsibilities of the key personnel will be defined for the following:

Site controller

Incident controller

Emergency coordinator - rescue, fire fighting

Emergency coordinator-medical, mutual aid, rehabilitation, transport and

communication

Emergency coordinator - essential services

Employers responsibility

Emergency facilities:

Emergency Control Center – with access to important personnel, telephone, fax, telex

facility, safe contained breathing apparatus, hand tools, emergency shutdown





procedures, duties and contact details of key personnel and government agencies,

emergency equipments, etc.

Assembly Point – with minimum facilities for safety and rescue

Emergency Power Supply – connected with diesel generator, flame proof emergency

lamps, etc.

Fire Fighting Facilities – first aid for firefighting equipments, fire alarms, etc.

Location of wind – located at appropriate location to indicate the direction of wind for

emergency escape

Emergency Medical Facilities – Stretchers, gas masks, general first aid, emergency

control room, breathing apparatus, other emergency medical equipment, ambulance

Emergency actions:

Emergency Warning

Evacuation of Personnel

All Clear Signal

Public information and warning

Coordination with local authorities

Mutual aid

Mock drills

7.10 Hierarchy of elements of mitigation plan

Figure 7.2: Elements of Mitigation





A good EIA practice requires technical understanding of relevant issues and measures that work

in such given circumstances. The priority of selection of mitigation measures should be in the

order:

Step One: Impact avoidance:

This step is most effective when applied at an early stage of project planning. It can be

achieved by:

not undertaking certain projects or elements that could result in adverse impacts

avoiding areas that are environmentally sensitive; and

Step Two: Impact minimization

This step is usually taken during impact identification and prediction to limit or reduce the

degree, extent, magnitude, or duration of adverse impacts. It can be achieved by:

scaling down or relocating the proposal

redesigning elements of the project

taking supplementary measures to manage the impacts

Step Three: Impact compensation:

This step is usually applied to remedy unavoidable residual adverse impacts. It can be

achieved by:

rehabilitation of the affected site or environment,

replacement of the same resource values at another location. For example, by wetland

engineering to provide an equivalent area to that lost to drainage or infill.

Table 7.4: Typical Mitigation Measures

Impacts Typical Mitigation Measures

Soil Windscreens, maintenance, and installation of

ground cover.

Installation of drainage ditches.

Minimize disturbances and scarification of the

surface

Usage of appropriate monitoring and control facilities

for construction equipments deployed

Methods to reuse earth material generated during

excavation

Resources –

fuel/construction Availing the resources which could be

replenished by natural systems, etc.





material, etc.

Water pollution

(Ground water/ Surface

water)

Conjunctive use of ground/surface water, to

prevent flooding/waterlogging/depletion of water

resources. Included are Land use pattern, land filling,

lagoon/reservoir/garland canal construction, and

rainwater harvesting and pumping rate.

Storm water drainage system to collect surface

runoff

Minimize flow variation from the mean flow.

Storing of oil wastes in lagoons should be

minimized in order to avoid possible contamination

of the ground water system.

All effluents containing acid/alkali/organic/toxic

wastes should be properly treated.

Monitoring of ground waters

Use of biodegradable or otherwise readily

treatable

Neutralization and sedimentation of wastewaters,

where applicable

Dewatering of sludges and appropriate disposal

of solids

In case of oil waste, oil separation before

treatment and discharge into the environment

By avoiding the activities that increases erosion or

that contributes nutrients to water (thus stimulating

alga growth) For wastes containing high TDS,

treatment methods include removal of liquid and

disposal of residue by controlled landfilling to

avoid any possible leaching of the fills

All surface runoffs around mines or quarries should

be collected treated and disposed.

Wastewater carrying radioactive elements should

be treated separately by means of de-watering

procedures, and solids or brine should be disposed of

with special care.

Develop spill prevention plans in case of chemical

discharges and spills.

Develop traps and containment system and

chemically treat discharges on site

Air Pollution Periodic checking of vehicles and construction

machinery to ensure compliance to emission

standards

Attenuation of pollution/protection of receptor

through green belts /green cover

Dilution of odourant (dilution can change the nature

as well as strength of an odour), odour counteraction

or neutralize (certain pairs of odours in appropriate

concentrations may neutralize each other), odour





masking or blanketing (certain weaker malodours

may be suppressed by a considerably stronger good

odour).

Regular monitoring of air polluting concentrations

Dust pollution Adopt sprinkling of water

Wetting of roadways to reduce traffic dust and re

entrained particles.

Control vehicle speed on sight.

Ensure periodical washing of construction

equipment and transport vehicles to prevent

accumulated dust.

Ensure that vehicles should be covered during

Installation of windscreens to break up the wind

flow.

Burning of refuse on days when meteorological

conditions provide for good mixing and dispersion

Providing dust collection equipment at all possible

points.

Maintaining dust levels within permissible limits.

Provision for masks when dust level exceeds

Noise pollution Use of suitable muffler

systems/enclosures/sound-proof glass panelling on

heavy equipment/pumps/blowers

Pumps and blowers may be mounted on rubber pads

or any other noise absorbing materials

Limiting certain activities

Proper scheduling of high noise generating activities

to minimize noise impacts.

Usage of well maintained construction equipment

meeting the regulatory standards.

Placement of equipments emitting high noise in an

orientation that directs the noise away from sensitive

receptors.

Periodic maintenance of equipment/ replacing

whenever necessary/lubrication of rotating parts, etc.

By using damping, absorption, dissipation, and

deflection methods.

By using common techniques such as constructing

sound enclosures, applying mufflers, mounting noise

sources on isolators, and/or using materials with

damping.

Performance specifications for noise represent a

way to insure the procured item is controlled.

Use of ear protective devices.

In case of steady noise levels above 85-dB (A),

initiation of hearing conservation measures





Implementation of greenbelt for noise attenuation

Social Health and safety measures for workers

Provision of alternate jobs in unskilled and skilled

categories

Development of traffic plan that minimizes road

use by workers

Provide sufficient counselling and time to the

affected population for relocation

Upgrade of roads and intersections.

Discuss and finalize alternate arrangements and

associated infrastructure in places of religious

importance.

Exploration of alternative approach routes in

consultation with local community and other

stakeholders

Provision of alternate jobs in unskilled and skilled

categories

Occupational health

and safety

Provision of worker camps with proper sanitation

and medical facilities, as well as making the worker

camps self- sufficient with resources like water

supply, power supply, etc.

Arrangement of periodic health check-ups for

early detection and control of communicable

diseases.

Arrangement to dispose off the wastes at

approved disposal sites.

Provide preventive measures for potential fire

hazards with requisite fire detection, fire-fighting

facilities and adequate water storage. Construction Have a Transport Management Plan in place in

order to prevent/minimize the disturbance on surrounding habitats

Initiate traffic density studies

Solid/Hazardous

waste

Proper handling of excavated soil Proper plan to collect and dispose off the solid waste generated onsite. Identify an authorized waste handler for segregation of construction and hazardous waste and its removal on a regular basis to minimize odour, pest and litter impacts Prohibit burning of refuse onsite. Disposal of spent oil from DG sets through approved vendors. E-waste disposal through an authorized recycling agency.





7.11 SOCIO-ECONOMIC IMPACT ASSESSMENT, RESETTLEMENT AND

REHABILITATION

INTRODUCTION

Socio-Economic Impact Assessment (SEIA) refers to the systematic analysis of various social

and economic characteristics of the human beings living in the geographical area/study area

around the project location. SEIA is carried out separately but concurrently with Environment

Impact Assessment (EIA). The study area consists of core and buffer area around the project

site. The SEIA focuses on the likely effects of the project on social and economic well-being of

the community. The impact(s) may be direct or indirect, positive or negative.

OBJECTIVES OF SEIA

The prime objective of the current study is to assess the likely impact of the project on socio-

economic characteristics of people living in the study area. Further, it is to be established

whether the impact would be direct or indirect. Furthermore, it is to be examined whether the

said impact would be positive or negative. Lastly, it is to be comprehended if the impact is

positive how long it would sustain or if it is negative how soon the same could be eased.

SCOPE


a) To collect baseline data of the study area

b) To comprehend socio-economic status of the people living in the study area.

c) To assess the probable impact of the project on social and economic aspects in the study

area.

d) To evaluate the likely impact of the project on Quality of Life of the people living in the

study area.

e) To ensure sustainability of the positive impact.

f) To suggest mitigation measures and agency responsible for taking action in case of adverse

impact.





METHODOLOGY

For Socio-Economic Impact Assessment of the project, GRC India carries out systematic



secondary data was collected from the published data/information of the Census Authority.

Records of the state and district administration were also referred to.

For collection of primary data, a sample survey was conducted in the study area. In each selected

habitation, a specified number of representative households were selected scientifically for

collection of information through face to face interview with head of the household or any

responsible member of the family.

Census-cum Sample Survey in the Core Area

As the likely project impact(s) will traverse a domino alley with greatest impacts in the core area

which diminish progressively when moving away from the core to the buffer of the study area,

a Census-cum-Sample Survey was conducted in the core and buffer area for the collection of

socio-economic data. Further, in each village a household survey was conducted by drawing

representative samples from a list of households prepared. Since, collection of information from

all the households in a village is time consuming and expensive, the sample survey approach

was adopted for collection of information from the selected households.

Sample Survey in the Core & Buffer Area

In the core & buffer areas of the project, the following structured framework was followed for

the collection of information.

Sample Design & Size


villages and the Ultimate Stage Units were households in the selected villages.

The sample size at each level (village and household) was decided by using the formula = √

{(1.96 *σ)/Δ}; where = Sample size, 1.96 is the Table Value of Confidence Limit, σ =

Standard Deviation and Δ = Degree of Precision.





Selection of First Stage Units (Villages/Towns)

In the study area the sample villages were selected from the list of Census villages/towns by

adopting the method of Probability Proportional to Size (PPS), the size being number of households

in a given village/town.

Selection of Ultimate Stage Units (Households)

The sample households were selected from the list of households by adopting the method of Circular

Systematic Sampling. This method was adopted since the sampling frame i.e. the complete list of

households was readily available.

SURVEY INSTRUMENTS

The following Schedules/Questionnaires were developed for collection of data – primary from the

households and secondary for the villages:

Schedule/format for Village/Town Particulars

Questionnaire for Household Details and project perception

Each of these data/information instruments has segment blocks and there are both open-ended and

closed-ended questions.

CHRONOLOGY OF VARIOUS STEPS TO PREPARE THE SEIA REPORT





INTRODUCTION

Socio-Economic Impact Assessment (SEIA) refers to the systematic analysis of various social and

economic characteristics of the human beings living in the geographical/study area around the

proposed project location. SEIA is carried out separately but concurrently with Environment Impact

Assessment (EIA) study. The SEIA focuses on the likely effects of the project on social and economic

well-being of the community. The impact(s) may be direct or indirect, positive or negative. In this

section of the EIA Report an attempt has been made to assess the composite Socio-Economic Impact

of the project – IT Park “GATEWAY TOWER” Village-Sarai Anangpur, District-Faridabad,

HARYANA.

OBJECTIVES OF SEIA

The prime objective of the current study is to assess the likely impact of the project on socio-economic

characteristics of people living in the study area. Further, it is to be gauged whether the impact would

be direct or indirect and whether the said impact would be positive or negative. Lastly, it is to be

comprehended if the impact is negative and how the same could be mitigated.

SCOPE


a) Collection of baseline data of the study area.

B) Collation of data, analyses and generation of tables.

C) Comprehension of socio-economic status of the people living in the study area.

D) Identification and inventory of probable impacts of the project on social and economic aspects in

the study area.

E) Assessment of the probable impacts of the project on the people living in the study area.

F) Facilitation of sustainability of positive impact by recommending community development

initiatives in the study area.

g) Suggestion of mitigation measures in case of adverse impact.

METHODOLOGY





For composite Socio-Economic Impact Assessment of projects, GRC India carries out systematic



secondary data was collected from the published data/information of the Census Authority. Records of

the state and district administration were also referred to.

For collection of primary data, a sample survey was conducted in the study area which spans a radius

of 10 km from the periphery of the boundary of the project site. In each selected habitation, a specified

number of representative households were selected for collection of information through face to face

interviews with head of the household or any responsible member of the family.

Census-cum-Sample Survey

To assess the likely impacts of the project, a Census-cum-Sample Survey was conducted for the

collection of socio-economic data. It is treated as a census survey because all habitations located in

the area were considered for the collection of information. Further, in each habitation a household

survey was conducted by drawing representative sample of households. Since, collection of

information from all the households in a habitation is time consuming and expensive, the sample

survey approach was adopted for collection of information from the selected households in the

village(s)/town(s).

Sample Design


village(s)/town(s) and the Ultimate Stage Units were households in the selected village(s)/town(s).

METHOD OF SELECTION OF FIRST STAGE UNITS

Probability Proportional to size without replacement and vicinity to the project site was taken into

consideration while selecting the habitations from the list of Census village(s)/town(s).

Method of selection of Ultimate Stage Units

The ultimate stage sampling unit is households. The households for survey are selected by simple

random sampling technique.

Sample Size

While deciding the sample size the following factors were taken into account: Confidence Level

(95%, Table value: 1.96); Degree of precision (Δ): 0.5; Variation in population/ Standard Deviation





(σ); The sample size at each level (village and household) was decided by using the formula n = √

{(1.96*σ)/Δ}; where n=Sample Size, 1.96 is the Table Value of Confidence Limit, σ = Standard

Deviation and Δ = Degree of Precision.

Survey Instruments

The following Schedules/Questionnaires were developed for collection of primary data from the

households and villages/towns:

Questionnaire/Schedule for Village/Town Particulars

QUESTIONNAIRE/SCHEDULE FOR HOUSEHOLD DETAILS AND PROJECT

PERCEPTION

Each of these data instruments has segment blocks and there are both open-ended and closed-

ended questions.

Steps in preparing the SEIA Report

STUDY AREA

The project is a Commercial Project to be developed by M/s Dove Infrastructures Pvt. Ltd. The Project

is proposed to be located at Village-Sarai Anangpur, District – Faridabad, Haryana. There are 35

identified habitations in the study area comprising of 22 rural and 13 urban areas.





BASELINE DATA

Baseline data refers to basic information collected before a project / scheme is implemented. It is used

later to provide a comparison for assessing actual impact of the project. The following are the baseline

data for the study area of this project:

I. DEMOGRAPHIC PARTICULARS/POPULATION DETAILS:

Demographic Particulars / Population Details of the Study Area

S. No. Description Number Percentage to Respective

Total

1

Total Population 2,93,698 100

Male 1,59,692 54.4

Female 1,34,006 45.6

Sex Ratio 839

2

Child Population (0-6 age

group) 40,757 100

Male 22,335 54.8

Female 18,422 45.2

Sex Ratio 825

3

Scheduled Caste Population 38,213 100

Male 20,303 53.1

Female 17,910 46.9

Sex Ratio 882

4

General Population

(including OBC) 2,55,485 100

Male 1,39,389 54.6

Female 1,16,096 45.4

Sex Ratio 833

5 No. of Households 59,389

Average Household Size 5

6

Total Literates 2,13,812 100

Male 1,24,456 58.2

Female 89,356 41.8

Overall Literacy Rate 84.5

Male 90.6

Female 77.3

Gender Gap in Literacy Rate 13.3

Occupational Structure of the Study Area





7

Work Participation Rate 32.9

Dependency Ratio 2.0

Total Workers 96,758 100

Male 81,728 84.5

Female 15,030 15.5

Gender gap in work

participation 69.0

8

Total Main Workers 89,885 100

Male 77,106 85.8

Female 12,779 14.2

Gender gap in work

participation 71.6

9

Total Marginal Workers 6,873 100

Male 4,622 67.3

Female 2,251 32.7

Gender gap in work

participation 34.6

10

Total Household Industrial

Workers 3,227 100

Male 2,363 73.2

Female 864 26.8

11

Total Agricultural Workers 8,296 100

Male 7,257 87.5

Female 1,039 12.5

12

Total Cultivators 5,284 100

Male 4,798 90.8

Female 486 9.2

13

Total Agricultural Labour 3,012 100

Male 2,458 81.6

Female 554 18.4

14

Total ‘Other Workers’ 78,362 100

Male 67,486 86.1

Female 10,876 13.9

Source: Census 2011

II. BASIC AMENITIES:





EDUCATION

Educational Institutions

Shri Ram School,

Moulsari (Approx. 0.1

km; SSE of the project

site)

Pre-Primary School (Govt. & Pvt.)

Primary School (Govt. & Pvt.)

Middle School (Govt. & Pvt.)

Secondary School (Govt. & Pvt.)

Senior Secondary School (Govt. & Pvt.)

HEALTH

Health Institutions

Panacea Newrise

Super speciality

hospital

(Approx. 0.8 km;

SE of the project site)

Allopathic Hospital

Dispensary / Health Centre

Maternity & Child Welfare Centre

Primary Health Sub-Centre

Family Welfare Centre

ASHA / Anganwadi

Nursing Home

Maternity Home

WATER

Drinking Water Sources

Major source of

Drinking Water: Tap

Water

Tap Water

Tube Well / Bore Holes

Hand Pump

SANITATION

Sewer / Drainage System Open Drainage (Pucca & Uncovered)

ELECTRICITY

Types of Electricity Available

Power for Domestic Uses

Power for Agricultural Uses

Power for Commercial Uses

TRANSPORT & CONNECTIVITY

Railways

The study area has good

railway connectivity

Nearest Railway Stations: Bijwasan railway station, which is

approx. 6.2 km (NW) away from the project site

Road (s)

The site is well

connected through a 20

m wide road. The

nearest expressway is

Delhi Gurgaon

Expressway which is

approx. 0.58 km away

from project site.

Black Topped All Weather Roads

Gravel Roads Footpaths





Bus Services Public & Private

Airport Nearest Airport: The nearest airport is Indira Gandhi International

Airport, at 6.25 km, north from the project site

COMMUNICATION

Means of Communication

Radio / Transistor

Television

Computer / Laptops

Telephone / Mobile

BANKING & POST

Types of Post

&Banking Services

Available

Sub Post Office

Nationalised Bank / Branches

Agricultural Credit Society

Commercial / Cooperative Bank

SOCIO-ECONOMIC IMPACT OF THE PROJECT

Impact on Demographic Composition

The proposed project will make some change in the demographic composition of the study area as the

estimated additional population of 10,185 including staffs and visitors will increase after the

completion of the project. Whereas the work force recruited during the construction and operation

phase will be met locally to the maximum extent. Local laborers from nearby area will be employed

during the construction phase. In the operation phase, most of the expected occupants will be from the

surrounding areas. Hence, the project will lead to a redistribution of occupants within the city. Thus,

no significant influx of people is envisaged.

Employment Opportunities

Local labourers will be hired from nearby areas during construction phase. It is a positive impact of

the project since it will provide employment opportunities to the local people. Similarly, in the

operation phase of the project, opportunities for employment will arise from the expected business,

trading etc. activities for the local people of the area.

Impetus to Trade & Business in Construction Materials

The proposed project will give much impetus to trade and business on construction materials in the

nearest market to the project area. It is expected that trading and business will flourish of various





construction materials namely coarse sand, fine sand, stone aggregate, cement, reinforcement steel,

pipes, bricks, conduit pipes, glaze & floor tiles, hardware, stainless steel sinks, etc.

Impetus to Infrastructure Development

The project will pave the way for various infrastructure developments that includes roads, parks, play

grounds etc. This is a positive impact which will create further employment opportunities for the local

people.

Impact on Agriculture

There will be no negative impact on agriculture as no cultivation is taking place on the proposed area.

The area is likely to be free from annual floods, which destroy standing crops land and property.

Impact on Traffic Movement

The site has good connectivity. Only internal roads, paths will be developed for vehicular movements

for transportation of construction material during construction phase whereas internal tracks and paths

will be developed for traffic circulation during operational phase. Since the site is adjacent to Rajesh

Pilot Road, which has low traffic density, there will be no need for diversion or closure of existing

traffic routes. During the construction phase, about 15-20 trucks are estimated per week. Adequate

parking space within the project site for loading and unloading of materials will be provided.

Adequate parking space (2,466 ECS) will be provided for operational phase within the project

premises.

Impact on Law & Order

As most of the workers to be employed in the proposed project are local residents so no law and order

problem is envisaged. It is expected that the workers will attend to their duties from their residence

and return to their homes after the day’s work. However, to meet any untoward incident one police

post may be set up close to the project site.

Impact on Health

There are no chances of any major diseases due to the construction work. Suitable drainage and waste

management measures (with frequent spray of insecticides etc.) will be adopted in both the





construction and operational phase such that there will be no stagnation of water or accumulation of

waste. This will effectively restrict the reproduction and growth of disease vectors.

However, to meet any emergency situation few safety measures are outlined below:

a) Safe Working Environment: The project proponent shall ensure health and safety of all the

employees at work. All efforts will be made to provide and maintain a safe working environment

and ensure that the machinery and equipment in use is safe for employees. Further, it will be

ensured that working arrangements are not hazardous to employees.

B) Provision of first aid: In case of any accidents arising out of the proposed construction works,

timely and prompt first aid treatment is the most important aspect. Suitable first aid arrangements

shall be made at the site for rendering immediate first aid in case of any injury. The first-aiders will

be well trained in handling patients working in the project.

C) Regular Medical Examination: For all the construction workers, medical examination will be made

on regular basis.

D) Health education: Adequate health education and information related to the work will be provided

to the workers so that their health and safety can be ensured.

E) Tie-up with the nearest hospital for medical assistance: to meet the medical needs of the

construction workers in case of accidents, tie-up with nearest hospitals will be made. Efforts will

be made to reserve a few beds in the said hospitals for the workers to meet any emergency. This

will ensure timely medical aid to the affected persons.

F) Supply of mask and gloves: the workers exposed to dust will be provided with dust masks to

prevent them from getting affected by respiratory diseases. Gloves will be provided to workers

working with hand tools, to ensure their safety. Small quantities of fugitive emissions are

envisaged during transport and handling of construction materials. Such emissions will be

temporary and controlled by the use of water sprinkling and other viable techniques like covering

of loose material with tarpaulin.

CORPORATE SOCIAL RESPONSIBILITY (CSR)

Corporate Social Responsibility (CSR) refers to responsibility of a company to ensure positive impact

on environment, consumers, employees, communities, stakeholders and all other members of public

sphere. CSR is a way of conducting business by which the corporate entities visibly contribute to the





social good. The CSR activities are increasingly being taken up by the project proponents not only as

fulfilling of mandatory provisions but also for the formation or enhancement of brand image. Besides

the above, CSR is seen more as a responsibility towards society rather than a business promotional

activity. It is the need of the day for expansion of occupational welfare. It is expected that this will

improve the socio-economic status of the people and at the same time the popularity of the project

proponent will enhance. The activities to be undertaken for the local people under CSR have been

identified (Rs. 200 Lakhs). For the local community in the study area the project proponent should

take-up the following development initiatives for the betterment of the local people:

1. Skill Development and Women Empowerment

Skill development programme for students and unemployed on employability.

Providing training to the women for improving employability skills and enhancing their

self-dependency.

2. Infrastructure development

Renovation of government schools in the study area.

Sanitation facilities including construction of girl’s toilet in schools.

3. Improvement of Health Status

Health Checkups and medical camps.

Heath awareness workshops/programmes.

3. WORKSHOPS ON ENVIRONMENT AWARENESS / MANAGEMENT PROGRAMMES

The activities to be undertaken for the local people under CSR have been identified (Rs. 200 Lakhs)

CONCLUSION

The socio-economic standard of people living in the study area will improve due to the creation of

employment opportunities. This will lead to better quality of life and will also set a standard for future

development in the study area.

There will be a positive impact on the socio-economic condition of the study area due to increased

economic activities, creation of new employment opportunities, infrastructural development and better

educational and health facilities.

With the development of the project, associated business activities will increase in the area. The

overall impact of the project is expected to be positive for the local population.





CHAPTER-8

PROJECT BENEFITS

8.1 GENERAL

The project is Located at Village- Sarai Anangpur, District-Faridabad, Haryana . The proposed

development is a Commercial Project and the license for development has been granted by

DTCP, Haryana.

The proposed project site is strategically located within the National Capital Region (NCR) of

New Delhi, in the State of Haryana. The site falls in the Faridabad district of State Haryana,

which is one of the fastest growing Commercial destinations in India. The nearest Railway

Station is Tughalkabad Railway Station (1.79 km, NNE) away from the project site. The nearest

airport is Indira Gandhi International Airport, at 21.51 km, NW from the project site.

8.2 PHYSICAL INFRASTRUCTURE

Despite the common notion about southern dominance in IT, the National Capital Region

(NCR) has emerged next only to Bangalore as the IT hub of the nation. NCR alone

accounts for over 35% of the total FDI inflows into India (Source:CII).

NCR share is estimated to be around 20 Million sq ft (of new built up area), given the

projection estimate of 2 million jobs moving to India (10% within the NCR) in the next

five years.

A large number of Fortune 100 companies are now exploring ITES/ BPO from India.

Within the ITES market, opportunity areas that emerged during 2002 were engineering

design, biotech research, research outsourcing, customer analytics, market research, equity

research. At least nine cities witnessed high ITES/ BPO business penetration, with NCR

drawing the largest number of players.

Areas around Delhi are the fore-runners in this success story. Gurgaon has come a long

way, from being a satellite township of Delhi to being the hub for commercial, Design

companies, and MNCs dealing in software and IT services. Gurgaon is fast emerging as a

call center hub, with several large companies..





8.3 SOCIAL INFRASTRUCTURE

Achieving land potential in a rational and judicious manner is one of the prime objectives of

this commercial development. This will be done by minimizing the impact on

environmental resources, enhancing the infrastructure quality to allow uninhibited freedom

for human resource development and provide gainful economic opportunities for

employment. Urban environment on sustainable lines will be developed, by harnessing the

existing environmental resources, adopting state of the art technologies to minimize waste

generation (through recycling) and dependency on motorized modes of transportation.

This part of the district of Gurgaon is slowly experiencing new and an upgraded emerging

trend in terms of improvement in infrastructure, new roads development etc. with a real

urgency of new area development. As the area will achieve good connectivity through the

sector level road development by HUDA and through the existing southern peripheral road

and Golf link road, hence these factors are likely to attract the commercial based sectors to

come up to set their office. The proposed project will lead to following benefits.

Improvement in social infrastructure by providing additional employment opportunities

to the skilled as well as unskilled people;

Trigger growth in the district and in the region as the area will be developed and will

result in associated development;

The planned development with modern infrastructure facilities and source of income

would improve quality of life of local community.

8.4 HEALTH & SAFETY

The project will entail positive impact on local economy.

The construction phase of the project will engage a large number of construction workers. The

workers will be provided with drinking water, sheds for resting, medical aid, crèche, etc. as per

norms.




M/S DOVE INFRASTRUCTURE PRIVATE LIMITED. Page 159

CHAPTER 9

ENVIRONMENTAL COST BENEFIT ANALYSIS

Proper evaluation of the environmental impacts requires a number of conceptual issues to be

carefully considered. These include the correct understanding of the environmental cost, choice

of evaluation technique, setting the time horizon, assessing distributional impacts and inter-

temporal issues and evaluating risks. Environmental externalities costs from a productive or

consumptive process can be identified as the cost resulting from the provision of a resource,

which can be passed on to a third party. These costs are not incorporated into the price of the

productive or consumptive resource, and can cause damage to human health, human life,

materials and ecosystems. Environmental externality costs can occur despite complying with all

national rules and regulations. Therefore, meeting environmental standards does not mean that

there is no unaccounted environmental cost. The cost of compliance is likely to be included as

part of the base cost- hence is treated as a financial cost.

At this early stage of the project, it will not be possible to give exact benefited amount. However

government designated this place for Commercial project after considering many aspects

including environment cost benefit too. However, in case of an environment it will be very

difficult to give proper cost evaluation. Thus from environment point of view, components that

might be evaluated in terms of cost will be:-

Socio Economic

Human health

Air

Land

Water

Out of the five components that have been mentioned, human health is the most important,

however it is the hardest to quantify. This value is also controversial as it is often confused with

values of human life, not risks to human life. Valuation of human life is controversial because for

some, it is unethical. During this study, it has been noted that the valuation of human life is




M/S DOVE INFRASTRUCTURE PRIVATE LIMITED. Page 160

different from the value of human health risks, and the latter should be estimated. Human health

is directly related with our environment i.e. surroundings in which we live. Surrounding includes

everything, air, water & land etc. Pollution of air, water and land directly and indirectly causes

health issues. Example contamination of ground water, surface water causes many issues and in

the situation when we have nonrenewable resources, it will more important to prevent excess use

and contamination of these resources.

As all the storm water will be collected through RWH pits it will reduce the loss due to

evaporation and hopefully help to sustain the water in for greater duration of time, this even

recharges ground water in natural way.

Green belt development in the area increases the aesthetic value of the area, along with this help

to attenuate noise and reduce pollution.

Socioeconomic conditions of the area will improve due to direct and indirect employment

opportunities in the chain.

9.2 CONCLUSION

Taking the above mentioned points into consideration, it can be concluded that the socio-

economic and environmental impact of the project would be beneficial/neutral.





CHAPTER-10

ENVIRONMENTAL MANAGEMENT PLAN

10.1 INTRODUCTION

Environmental Management Plan (EMP) is the key to ensure that the environmental quality of the

zone under impact does not deteriorate beyond the expected level due to the construction and

operation of the project. The EMP comprises a set of measures to be taken in different phases of the

project such as construction and operation to reduce adverse environmental impacts to an acceptable

level. Mitigation plans generally evolve around remediation and offsetting.

Identification and prediction of impacts further needs to suggest the mitigation measures which would

play a vital role in prevention of environmental degradation during construction and operational phase

of the Commercial Project. This leads to preparation of Environmental Management Plan (EMP).

Environmental Management Plan therefore forms an imperative part of EIA process.

Preparation of Environmental Management Plan is required for formulation, implementation and

monitoring of Environmental protection measures during and after commissioning of projects. The

Environmental Management plan is a site specific plan developed to ensure that the project is

implemented in an environmentally sustainable manner where all contractors and subcontractors,

including consultants if any, understand the potential environmental risks arising from the 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 mitigation actions to

reduce adverse environmental impacts during project’s life cycle.

The aims of EMP are:

Overall conservation of environment.

Minimization of waste generation and pollution.

Judicious use of natural resources and water.

Safety, welfare and good health of the work force.

Ensure effective operation of all control measures.





Vigilance against probable disasters and accidents.

Monitoring of cumulative and long time impacts.

Ensure effective operation of all control measures.

The project will create certain inevitable impacts, during construction and operational 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 parameters which need to be regulated are

mentioned below:

Air pollution due to the emission of particulate matter and gaseous pollutants from

operation of DG 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.

Wastewater generation from industries, sanitary/domestic activities; and

Generation of solid wastes from Offices, maintenance of roads, parks, common areas

including constructional, electrical and plumbing wastes.

Energy conservation methods

Maintenance of Building Management Systems and emergency aids.

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

construction and operational phase.

10.1.1 ENVIRONMENT MANAGEMENT PLAN FOR PROPOSED PROJECT

The project proponent to manage the key environmental issues associated with the construction and

operation of the project will initiate the Environment Management Plan for the project activities

envisage to outlines the key environmental management and safeguards that. The major concerns for

the EMP of the proposed project activities would be:





Delineation of mitigation and compensation measures for all the identified significant impacts.

Delineation of unmitigated impacts

Physical planning including work programme, time schedule and locations for putting

mitigation and compensation system in place.

EMP is the process to ensure that environmental considerations are integrated into the project scope.

These are tools for mitigating or offsetting the potential adverse environmental impacts resulting from

various activities of the project. The EMP would, therefore, consists of following main components:

To integrate potential impacts (positive or negative), environmental mitigation measures

implementation schedule, and monitoring plans.

To describe the potential environmental impacts and proposed management associated with

each stage of the project development.

To control environmental impacts to levels within acceptable standards, and to minimize

possible impact on the community and the workforce of foreseeable risks during the

construction and subsequent operational phases of the project.

To highlight that the environmental mitigation measures will be used in consonance with good

management practices and good engineering design, construction and operation practices.

The EMP would, hence, be a working document that concerned stakeholders need to both understand

environmental concerns and to address associated issues to facilitate environmental management.

10.2 EMP FOR AIR ENVIRONMENT

To minimize the pollutant concentration levels, mitigation measures primarily to minimize the use of

private vehicles would be implemented for further emission reduction as presented in this section. It is,

therefore, assumed that if these measures were implemented, the concentrations of all pollutants as

presented above will be much lower in value and would contribute very less impact on the project site

and at the receptor locations as well.

CONSTRUCTION PHASE

10.2.1 Site Preparation





Environmental impacts during construction phase was mainly arised due to civil works such as

site preparation, RCC foundation, construction etc., material and machinery transportation,

fabrication and erection etc. The construction phase impacts are temporary and localized

phenomena except the permanent change in local landscape and land use pattern at the project

site. However, they require due consideration with importance during project execution and also

wherever applicable detailed procedures shall be implemented to prevent/mitigate adverse

impacts and occupational hazards.

To mitigate the impact of dust during the construction phase of the proposed project, the following

measures are recommended for implementation:

A dust control plan; and

Procedural changes to construction activities.

10.2.1.1 Dust Control Plan

Appropriate measures have been recommended and were implemented to mitigate the adverse

impacts of dust on health of construction workers and the settlements around the site. The

following measures have been recommended:

Paving: The major access roads to the site was paved as a part of the overall

development plan. The material storage areas will also be paved for dust control.

Graveling: Locally found gravel were applied to the other access roads to serve as a

protective layer over the exposed soil.

Water Sprinkling: Water sprinkling was carried out for the surfaces exposed to high

wind speeds or heavy vehicular movement.

Reducing Vehicle Speed: High vehicle speeds increase the amount of fugitive dust

created from unpaved areas. Speed bumps will be provided to ensure speed reduction

on unpaved areas.

Material Storage: All material storage areas were adequately covered and contained so

that they are not exposed to high wind speeds on site leading to dust/particulate

emissions. Fabrics and plastics will be used for covering soils and debris to reduce





fugitive dust emissions.

10.2.1.2 Procedural Changes to Construction Activities

Production and Transportation of Material - The transport of materials such as concrete and

asphalt to the construction sites generate significant amount of road dust, especially for sites that

are relatively far from material manufacturers. Setting up temporary portable concrete plants

and/or asphalt plants at construction sites can eliminate haulage of materials.

Idling Time Reduction - Construction equipment is commonly left idling while the operators are

on break or waiting for the completion of another task. Emissions from idling equipment tend to

be high, since catalytic converters cool down, thus reducing the efficiency of hydrocarbon and

carbon monoxide oxidation. Existing idling control technologies, which automatically shut the

engine off after a preset time can reduce emissions, without intervention from the operators.

Improved Maintenance - Recognizing that significant emission reductions can be achieved

through regular equipment maintenance, contractors were asked to provide maintenance records

for their fleet as part of the contract bid and at regular intervals throughout the life of the contract.

To mitigate the impacts of DG set operation it will ensure that the DG set would have sufficient

stack height to disperse the pollutants.

10.2.1.1 Noise Environment

To mitigate the impact of noise from the construction equipment’s on site, the following measures

are recommended for implementation:

Time of Operation: Minimum construction activities were scheduled during night time.

Material transport was strictly limited to daytime hours to ensure minimum incremental noise

during night hours.

Job Rotation: Workers employed in high noise areas were engaged in shifts to minimize exposure.

Protective Equipment’s: Earplugs/muffs or other hearing protective wear was provided to

those working very close to the noise generating machinery.

Vibration Control: For vibration control, damped tools were used and the working hours

were limited.





To mitigate the impacts of noise generation due to DG sets, it will be ensured that DG set is

enclosed in acoustic enclosure and has adequate stack height so as to disperse the emissions.

10.2.1.1 Construction Material Management

The major construction material was used for construction includes bricks, coarse aggregates,

cement, coarse sand, reinforcement steel, structural steel, aluminium doors & windows, granite

and vitrified tiles for flooring and other water supply & sanitary fittings. The material was

loaded and unloaded by the engaged labour on site. The duties of the contractor will include

monitoring all aspects of construction activities, commencing with the storing, loading of

construction materials and equipment in order to maintain the quality.

The work should be completed as per the final construction schedule. Bricks were stacked

neatly at designated place of storage yard. Cement should be stored in stacks. Other material

like aggregate, reinforcement and consumables should also be tidily stored in place and was

released for use without causing litter around.

The contractor shall be responsible for management of such construction material during entire

construction period of the project. Sufficient quantity of materials should be available before

starting the each activity.

The contractor should test the all the materials in the Government labs or Government

approved labs in order to ensure the quality of materials before construction. This is also the

responsibility of the contractor, which would be clearly mentioned in the contractor’s

agreement.

As soon as the construction activity is over the surplus earth shall be utilized to fill up the low-

lying areas, if any. All stationary machines shall be inspected weekly for maintenance and will be

fitted with exhaust pollution control devices.

OPERATION PHASE

To mitigate the impact of pollutants from vehicular traffic during the operational phase of the

site; the following measures are recommended for implementation:





Vehicle emission controls and alternatives; and Greenbelt development.

Vehicle Emission Controls and Alternatives

Parking Provision: Adequate parking space of 2,466 ECS have been made within the project

site.

Proper Road Network: A proper road network shall be constructed within the site boundary for

approach to various equipment/ installations in the site.

Footpaths, and Pedestrian Ways - Adequate footpaths, and pedestrian ways shall be provided at

the site to encourage non-polluting methods of transportation.

Greenbelt Development:

Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air

pollution. Plants serve as a sink for pollutants, act as a barrier to break the wind speed as well

as allow the dust and other particulates to settle out there. It also helps to reduce the noise level

to some extent. Hence, the project will be so developed that approximately 30 % (10,003.812

Sq. m) of the proposed planned area is designated for exclusive green area/landscaping. The

trees for green belt development that are proposed to be grown as barrier to Air pollution are

given in Table 10.1.

Air Pollution Attenuation Dust Barriers

Ficus glomerata (Guler)

Peltophorum pterocarpum (Copper Pod)

Polyalthia longifolia

(Ashok) Nerium

odorata (Kaner)

Azadirachta indica (Neem)

Melia azaderach (Mahaneem,

Bakain) Butea monosperma

(Palash)

Cassia fistula (Amaltas)

Bauhinia variegata (Kachnar)

Table 10.1 Plantation can be used as barrier for Air Pollution

10.3 EMP FOR NOISE ENVIRONMENT

10.3.1 Construction Phase

During the construction phase, there was a temporary increase in ambient noise levels due to

construction machinery operation and movement of construction vehicles. Though the





industrial countries have specified limits for occupational noise exposure, the permissible noise

exposure limit for industrial workers is primarily concerned with harmful effects of noise and

its objective is to protect the hearing of working people. The American Conference on

Government of Industrial Hygienists (ACGIH), USA, has prescribed the following permissible

noise exposure limits for industrial workers as given in Table 10.2.

Table 10.2 Standards for Occupational Exposure

Exposure time in hours/day Limit in dB(A)

8 90

4 93

2 96

1/2 99

1/4 102

1/8 105

1/16 111

1/32 115

Exposure to continuous and intermittent noise levels louder than 115 dB(A) should not be

permitted. Following mitigation / management measures shall be adopted during construction

period:

For protection of construction workers, earplugs was provided to those workers who was

working very close to noise generation source.

Servicing of all construction vehicles and machinery was done regularly and during

routine servicing operations, the effectiveness of exhaust silencers were checked and

Vehicles hired for bringing construction materials at sight shall conform to the noise

emission standards and were operated during non-peak hours.

Workers employed in high noise areas were rotated. Earplugs/muffs, or other hearing

protective wear was provided to those working very close to the noise generating

machinery.





Smooth flow of traffic should be ensured on the internal road to avoid idling and honking of

vehicles.

Ambient Noise level monitoring was conducted at suitable locations at periodic intervals

during construction phase to conform to the stipulated standards both during day and night

time. Data were reviewed and analysed by the project manager for adhering to any strict

measure.

Noise levels were also monitored at point sources for occupational noise exposure and

ensuring health risk.

10.3.2 Operation Phase

To mitigate the impact of noise due to vehicular movement during the operational and proper

traffic management is also proposed to be implemented.

10.4 EMP FOR WATER ENVIRONMENT

10.4.1 Construction Phase

To prevent degradation and maintain the quality of the water source, adequate control measures

had been proposed to check the surface run-off, as well as uncontrolled flow of water into any

water body. Following management measures are suggested to protect the water quality during the

construction phase. - Avoid excavation during monsoon season.

- Care should be taken to avoid soil erosion.

- Pit latrines and community toilets with temporary septic tanks were constructed on the site

during construction phase to prevent wastewater from entering the water bodies.

- To prevent surface and ground water contamination by oil/grease, leak proof containers

should be used for storage and transportation of oil/grease. The floors of oil/grease handling

area should be kept effectively impervious. Any wash off from the oil/grease handling area

or workshop shall be drained through impervious drains, Clarifiers or oil/water separators

shall be constructed and effluent should be treated appropriately before releasing it.





- Construction activities generate disturbed soil, concrete fines, fertilizer, oils and other wastes.

On-site collection and settling of storm water, prohibition of equipment wash downs, and

prevention of soil loss and toxic releases from the construction site are necessary to minimize water

pollution.

- All stacking and loading areas was provided with proper garland drains equipped with baffles to

prevent run off from the site to enter any water body.

OPERATION PHASE

In the operation phase of the project, water conservation and development measures need to be

taken including all possible potential for conservation of water, reuse, harvesting and recycling of

water. These could be in the form of the following:

- Water source Development

- Minimizing water consumption

- Promoting reuse of water after treatment and development of closed loop systems for different

water streams.

10.4.2 Water Source Development

Water source development shall be practiced by installation of scientifically design Rainwater

harvesting system as described in Chapter 2.

10.4.2.1 Rainwater Harvesting Design

Rainwater harvesting promotes self-sufficiency and fosters an appreciation for water as a

resource. It is proposed to have recharge structures at 9 locations within the proposed project site.

In order to calculate the potential for Artificial Recharge, rainfall intensity of 45 mm per hour has

been considered for Faridabad. The run-off coefficient parameters considered for calculation of

the run-off are given in Table 10.3.

Table 10.3 Run-Off Coefficient Parameters

S. No. Type of Surface Runoff Coefficient

1. Roof Top 0.9





2. Landscape Area 0.2

However, for the purpose of design of recharge structure, the higher value of runoff coefficient is

being considered in view of unpredictable nature of rainfall for arriving at total storage volumes.

Rain water Harvesting Plan is attached as Annexure-IX

In the project design, it was ensured that no mixing of the storm water with waste effluent takes

place. All the storm water will be diverted to rain water-harvesting pits proposed in the project.

Minimizing Water Consumption

Water consumption will be minimized by a combination of water saving devices such as

implementing fixtures that are low flow and water efficient models together with other water

conservation measures. Furthermore, to ensure ongoing water conservation, an employee

education and awareness programme will be introduced for the employees of the proposed

project. Following section discusses the specific measures, which shall be implemented;

DOMESTIC USAGE

- Use of water efficient plumbing fixtures (low flow toilets and urinals). Water efficient

plumbing fixtures use less water with no marked reduction in quality and service.

- Leak detection and repair techniques.

- Sweep with a broom and pan where possible, rather than hose down for external areas;

- Meter water usage, employ measurement & verification methods. Monitoring water use is a

precursor for management.

- Awareness campaign to disseminate knowledge on strategies and technologies that can be

used for water conservation.

HORTICULTURE





- Plants with similar water requirements shall be grouped on common zones to match

precipitation heads and emitters.

- Use of low-volume, low-angle sprinklers for lawn areas.

- Select controllers with adjustable watering schedules and moisture sensors to account for

seasonal variations, and calibrate them during commissioning.

- Selecting a drought resistant grass, and using lawn chemicals and fertilizer sparingly also

reduces watering needs.

- Place 3 to 5 in. of mulch on planting beds to minimize evaporation.

10.4.4 Promoting Reuse of Water after Treatment

To promote reuse and development of closed loop system for water, segregation of two

schemes are proposed namely:

(i) Wastewater Treatment scheme

(ii) Storm water management scheme

WASTEWATER TREATMENT SCHEME

Wastewater Treatment Scheme will consist of:

- Wastewater collection & conveyance system.

- Wastewater treatment & disposal arrangement.

Wastewater collection and conveyance system shall be an underground sewer network that the

total wastewater generated from the proposed project will be treated in Existing STP. The dual

plumbing plan for conveyance of fresh water and treated wastewater is attached as Annexure-

X.

10.4.4.1 Storm Water Management:

Most of the storm water produced on site will be harvested for ground water recharge, thus

proper management of this resource is must to ensure that it is free of contamination.

Contamination of storm water is possible from the following sources:

Diesel and oil spills in the Diesel Power Generator and fuel storage area





Waste spills in the Solid/ hazardous waste storage area

Oil spills and leaks in vehicle parking lots

Silt from soil erosion in gardens

Spillage of sludge from sludge drying area of sewage treatment plan.

A detailed Storm Water Management Plan will be developed which will consider the above

sources. The plan will incorporate best management practices which will include following:

Regular inspection and cleaning of storm drains.

Cover waste storage areas.

Avoid application of pesticides and herbicides before wet season.

Secondary containment and dykes in fuel/oil storage facilities.

Conducting routine inspections to ensure cleanliness.

Preparation of spill response plans, particularly for fuel and oil storage areas.

Provision of slit traps in storm water drains.

Good housekeeping in the above areas.

10.5 EMP FOR LAND ENVIRONMENT

CONSTRUCTION PHASE

Waste generated from construction activity includes construction debris, biomass from land

clearing activities, waste from the labour camp, and. hazardous waste. Following section

discusses management of each type of waste. Besides management of topsoil is an important

area for which management measures are required.

10.5.1 Construction Debris

Construction debris is bulky and heavy and re-utilization and recycling is an important strategy

for management of such waste. As concrete and masonry constitute the majority of waste

generated, recycling of this waste by conversion to aggregate can offer benefits of reduced

landfill space and reduced extraction of raw material for new construction activity. This is





particularly applicable to the proposed project site as the construction is to be completed in a

phased manner.

Recycled aggregate was used for filler application, and as a sub-base for road construction.

Mixed debris with high gypsum, plaster, was not used as fill, as they are highly susceptible to

contamination, and will be given to recyclers.

Construction contractors removed metal scrap from structural steel, piping, concrete

reinforcement and sheet metal work from the site. A significant portion of wood scrap can be

reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc were sold to

recyclers.

10.5.2 Waste from Labour Colonies

Waste generated from labour camps was mainly comprise of household domestic waste,

which was collected and composted on site along with the biomass from the land clearing

activities. The non-compostable and non-recyclable portion of the waste shall be collected

and transported to the nearest solid waste dumping site.

10.5.3 Topsoil Management

To minimise disruption of soil and for conservation of topsoil, the contractor had taken the

topsoil out separately and stockpile it. After the construction activity is over, topsoil shall be

utilised for landscaping activity. Other measures, which would be followed to prevent soil

erosion and contamination include:

- Maximize use of organic fertilizer for landscaping and green belt development.

- To prevent soil contamination by oil/grease, leak proof containers was used for storage and

transportation of oil/grease and wash off from the oil/grease handling area was drained

through impervious drains and treated appropriately before disposal.

- Removal of as little vegetation as possible during the development, and re-vegetation of

bare areas after the project.

- Working in a small area at a point of time (phase wise construction).





- Construction of erosion prevention troughs.

OPERATIONAL PHASE

10.5.4 Solid Waste Management

The philosophy of solid waste management at the proposed project will be to encourage the

four R’s of waste i.e. waste reduction, reuse, recycling, and recovery (materials & energy). This

will result in lesser reliance on land filling. Regular public awareness meetings will be

conducted to involve the employees in the proper segregation, storage, recycling and

composting options and techniques.

The Environmental Management Plan for the solid waste will focus on two major components

during the life cycle of the waste management system i.e. collection & transportation, treatment

or disposal

Collection and Transportation

During the collection stage, the bio-degradable and non-recyclable/non-biodegradable waste

will be stored and collected separately. The segregation, transportation and disposal of wastes will

be done by the project management or may be outsourced to authorized private waste

management agency.

To minimize littering and odor, waste will be stored in well-designed containers/bins that

will be located at strategic locations to minimize disturbance in traffic flow.

Care should be taken so that the collection vehicles are well maintained and minimize noise

and emissions. During transporting of the waste, it will be covered to avoid littering.

Treatment & Disposal

The waste collected shall be segregated at site into bio-degradable and non-biodegradable. The

non- biodegradable waste shall be disposed off through recyclers / and inert shall be disposed

off to local waste disposal site. The biodegradable shall be treated on-site. The hazardous

waste (used oil from DG Sets) will be stored in HDPE drums in isolated covered facility and





disposed off through registered recycles only as per the Hazardous Wastes (Management,

Handling and Trans Boundary Movement) Rules, 2016

10.6 EMP FOR E-WASTE MANAGEMENT

The e-waste will be generated from the proposed development which will be stored at a

warehouse to be setup within site and will be sent to authorized recyclers or e-waste processing

plants for treatment as per E- Waste [Management & Handling] Rules, 2016.

10.7 Biological Environment

10.7.1 Development and construction phase

During the construction and post construction phase, no tree will be cut and therefore no impact is

anticipated on terrestrial ecology. Site clearing shall be carried out strictly as per plan. Workers shall

be advised against cutting, uprooting, coppicing of trees or small trees present in and around the

project site for cooking. Workers shall also be discouraged from wandering in nearby areas with

plantation or dense vegetation.

Further, green belt will be developed on the periphery and along the internal roads of site during the

construction phase itself that will act as a curtain to restrict the movement of pollutants from either

side of the project and improve site aesthetics.

10.7.2 Post construction phase

During the post construction phase, green belt will be developed and maintained. Ornamental plant

species and grasses will be planted in open space within the premises 3.5 acres of area is proposed to

be maintained green in the project site.

Plantation Design

The pattern of plantation around the Industrial Estate is discussed under curtain, avenue, field and

ornamental plantations.

A. Curtain Plantation





The curtain plantation is developed all around the industrial estate. The plants would be of tall trees

and small trees with mono-axial habit and shrubs. The plants in curtain plantation should be planted at

a distance of 2.5 m in between them and between the rows. The large trees are spaced at large distance

with small trees and shrubs in between them to form a dense green curtain around the complex. The

following species may be planted from outside to inside of the curtain belt:

Bargad- Ficus benghalensis

Pipal- Ficus religiosa

Mango- Mangifera indica

Gulmohar- Delonix regia

B. Avenue Plantation

To combine aesthetic beauty and pollution abatement needs, two parallel rows of trees (inner and

outer row) would be planted on the either side of the roads. The tree species for the purpose, as

given below, shall be planted 1.5 m apart.

Alstonia scholaria (Chitwan)

Legerstroemia flos-reginae (Sawani)

Saraca indica (Ashok)

Nerium odorum (Kaner)

C. Field Plantation

Plantation on open stretches of land helps to improve the general ecological conditions of the

habitat by adding greenery to the landscape and by providing a vast canopy of foliage for sinking

of pollutants generated in the area. The vacant area around the terminal will be developed as

woodland. The area thus developed will provide a perennial biological system for pollution

abatement. The plant species to be used as a community of mixed species, at a spacing 2 m apart.

D. Ornamental Plantation





The available area, according to the demand would be used for planning lawns, hedges,

flowering trees and shrubs and seasonal flowers. In some strategic corners flowering climbers

will be used to create the visual effect. The following species will be used:

1) Foliage and Flowering trees.

Nerium odorum (kaner)

Habiscus rosasinesis (godhal)

Plumria rubra (champa)

2) Flowering Shrubs

Bougainvilles spectabillis (baganwilas)

Thespesia populnea (sthel padma)

Poinsettia pulcherrima (lalpata)

Ixora coccinea (lal Rangoon)

3) Flowering Climbers

Quisqualis indica (Rangoon creeper)

Gloriosa superba (Malabar glory lilli)

Tecoma staus (Yellow bells)

Bignonia venusta (Golden showers)

Flowering climber species above can also be planted close to chain link fencing for developing into a

flowering green screen.

10.8. ENERGY CONSERVATION

The project was designed in such a way that natural light and air will be enhanced by using energy

efficient through use of low energy consuming fixtures. Energy conservation will be achieved through

various means as given below.

Site Plan and building design:





Maximum utilization of solar light will be done

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

Maximize the use of natural lighting through design

The orientation of the buildings will be done in such a way that maximum daylight is available

The water bodies and green areas will be spaced, so that a significant reduction in the

temperature can take place.

Energy saving:

Energy efficient lamps will be provided within the complex.

Constant monitoring of energy consumption and defining targets for energy conservation

Adjusting the settings and illumination levels to ensure minimum energy used for desired

comfort levels.

Use of solar energy will save lot of non-renewable energy.

Awareness:

Promoting awareness on energy conservation

Training staff on methods of energy conservation and to be vigilant to such opportunities.

10.9 MANAGEMENT AND MAINTENANCE SYSTEM

Management and maintenance system is an important issue for the project. During construction phase,

Project proponent will take care off implementation of environmental management plan for the

Commercial project. They will review the effectiveness of implemented mitigation measures adopted

by contractors and sub-contractors from time to time. The office spaces will be provided with water

sprinklers and fire alarms and there will be provision of adequate number of fire extinguishers. Back

up service will be provided for all emergency equipments and machineries.

a. Reporting: For effective implementation of any system/ plan, a systematic reporting system is

essential. An Environmental Management Cell shall be set up for implementation of the

Management Plan. Reporting of the results of all the management and monitoring plan was

submitted to the designated Project Head. The reports were reviewed and





parameters exceeding their limits were identified and the reason for the same investigated. Any

requisite mitigation plan was taken up accordingly.

The Environment Management Cell was permanent organizational set up charged with the task of

ensuring its effective implementation of mitigation measures and conduct environmental

monitoring. The major duties and responsibilities of Environmental Management Cell were as

given below:

To implement the environmental management plan

To assure regulatory compliance with all relevant rules and regulations

To ensure regular operation and maintenance of pollution control devices

To minimize environmental impact of operations as by strict adherence to the EMP

To initiate environmental monitoring as per approved schedule

b. Review and interpretation of monitored results and corrective measures in case monitored

results are above the specified limit.

c. Maintain documentation of good environmental practices and applicable environmental laws

for a ready reference

d. Maintain environmental related records

e. Coordination with regulatory agencies, external consultants, monitoring laboratories

f. Maintenance of log of public complaints and the action taken.

10.9.1 Proposed Structure of Environmental Management Cell

Activities of EMP cell were supervised by an in-house team who reported to the Project Head.

10.9.2 Awareness and Training

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

facility and environment management. For successful functioning of the project, relevant EMP were

also communicated to occupants and contractors.





Employees are made to aware of the importance of waste segregation and disposal, water and energy

conservation. The awareness was provided by periodic integrated meetings in office areas. They were

informed of their duties.

10.9.3 Environmental Audits and Corrective Action Plans

To assess whether the implemented EMP is adequate, periodic environmental audits was conducted by

the project proponent’s Environmental division. These audits were followed by Correction Action Plan

(CAP) to correct various issues identified during the audits.

10.10 ENVIRONMENTAL MONITORING PLAN

Monthly monitoring of Ambient Air and Water will be conducted. Soil and noise monitoring will be

conducted once in season. There will be no monitoring during monsoon season as it is assumed that

pollutants will be settled during monsoon, however online monitoring of meteorological data will be

conducted at the site.

10.11 OVERALL MITIGATION MEASURES AND ENVIRONMENTAL MANAGEMENT

PLAN

Overall impact assessment of anticipated environmental impacts and mitigation measures &

environmental management plan to mitigate the potential impacts during the construction and

operation phase are summarized in Table 10.3.

10.12 PROPOSED ORGANIZATIONAL STRUCTURE FOR EMP

Activities of the EMP cell were supervised by an in-house team who reports to the Site

Manager/Project Head. The proposed hierarchical structure of Environmental Management Cell is

given in following Figure 10.1:





Figure 10.1: Proposed Environment Management Cell Structure





Table 10.4: Environmental Management Plan during construction and operation phases of the project.

S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact

Controls through EMP &

Design

Impact

evaluation

Remedial

Measures

1. Groundwater

Quality

Ground water

contamination

Construction Phase

Wastewater

generated from

Labor.

Mobile toilets/modular

STP.

No significant

impact as

majority of

laborers would

be locally

deployed.

Mobile type

toilets/Modular

STP was used to

manage waste

water.

Operation Phase

Sewage

treatment, sludge

disposal on land.

Sewage will be treated in

Common effluent

Treatment Plant. Sludge

will be disposed with

municipal wastes.

No significant

negative impact

on ground

water quality

envisaged.

In an unlikely

event of soil and

ground water

contamination,

remediation

measures shall

be implemented.

2. Groundwater

Quantity

Ground Water

Depletion

Construction Phase

Treated water

will be obtained

from private

water tankers.

NA

No significant

impact on

ground water

quantity

envisaged.

ground water

was not used

during

construction

phase.

Operation Phase

HUDA supply

during operation

phase.

Recycling of treated

wastewater to reduce

freshwater requirement

Awareness Campaign for

No significant

impact on

ground water

quantity

HUDA supply





reduced water use by

occupants.

envisaged.

4. Air Quality

Dust Emissions

Construction Phase

All heavy

construction

activities.

Dust suppression through

water sprinkling using

water trucks, handheld

sprays and automatic

sprinkler systems.

Vehicles transporting

loose construction

material was covered.

Contractors were advised

to provide dust masks for

the employed labour.

Not significant

because dust

generation was

temporary and

settled fast due

to dust

suppression

techniques

used.

Use of sprinklers

reduced dust

particles in the

atmosphere.

Emissions of

PM, SO2, NO2

and CO

Construction Phase

Operation of

construction

equipment and

vehicles during

site development.

Rapid on site

construction

Improved maintenance

of equipments.

Not significant

Regular

monitoring of

emissions and

control measures

to reduce the

emission levels.

Operation Phase

D.G. Set

Operation.

Emissions from

vehicular traffic.

Use of ultra-low Sulphur

diesel, if available.

Stacks will be provided

of adequate height.

Green belt to be provided

with specified species to

Not significant

as D.G. Set

would be used

during power

back-up only.





Emission from

specific

industries

help reduce PM levels.

Proper stack height as

per CPCB norms for

emissions from DG set.

5. Noise

Environment

Noise

emissions

Construction Phase

Operation of

construction

equipment and

vehicles during

site development.

Equipments were fitted

with silencers, where

applicable and

maintained well.

Providing noise shields

near heavy construction

operations.

Construction activity was

limited mostly to

daytime hours only.

Use of Personal

Protective Equipment

(PPE) like earmuffs and

earplugs during

construction activities.

Operation Phase

Noise from

vehicular

movement.

Noise from D.G.

sets operation.

Peripheral plantation.

Acoustically enclosed

D.G. Sets.

Not significant

Short-term

exposure within

permissible

limit.





6. Land

Environment

Soil

contamination

Construction Phase

Disposal of

construction

debris.

Construction debris was

collected and suitably

used on site as per

construction waste

management plan.

Impact was

local, as any

waste generated

were reused for

construction

activities. Not

significant.

Operation Phase

Dumping of

municipal solid

waste on land.

Handling of used

oil from D.G.

Sets.

Solid waste from

site will be collected on a

daily. The segregation,

transportation and disposal

of wastes will be handled

by a private agency.

Waste will be handled as

per The Hazardous

Wastes (Management &

Handling) Rules, 1989.

All hazardous will be

disposed off by a private

and authorized vendor.

E-waste will be disposed

through authorized

recycling agency.

Not Significant

Negligible

impact

7. Biological

Environment

(Flora and

Fauna)

Removal of

Flora and

Fauna on site.

Construction Phase

Site development

during

construction.

The site does not involve

cutting of trees

No negative

impact

--





Increase of

Green Cover

Operation Phase

Plantations along

the periphery of

the complex.

Plantation of species that

are native to the area,

fast growing and with

good canopy cover.

Beneficial

impact

8. Socio -

Economic

Environment

Population

displacement

and economic

impact

Construction Phase

No relocation is

involved.

Constructional

activities

NA

Employment

opportunities

No negative

impact

Beneficial

impact

--

Operation Phase

Site operation.

Project will provide

employment

opportunities.

Boost local market.

Beneficial

impact

--





9. Traffic Pattern Increase of

Vehicular

traffic

Construction Phase

Heavy vehicular

movement during

construction.

Operation Phase

Increased traffic

from the project.

Heavy vehicular

movement were

restricted to day time and

adequate parking facility

was provided.

Vehicular movement

were regulated inside the

site

Adequate parking space

provided.

No negative

impact

Moderate

negative impact

Adequate

parking facility

was provided

within the site to

regulate heavy

vehicular

movement.

Adequate

parking facility

was provided

within the site to

regulate

vehicular

movement.





CHAPTER-11

SUMMARY AND CONCLUSION

11.1 PROJECT BACKGROUND

M/s Dove Infrastructure Pvt. Ltd. is coming up with a commercial project in Faridabad with

international expertise and proven know how. The aim is to develop a vibrant integrated

environment that fosters innovation of professionals and meets the expectations of the global

customers.

This project is designed to generate an ambience and feeling of community. The PP is

developing properties to become a provider of choice in real estate solutions for our customers.

Our projects give investors the amplified growth over the years while we ensure to deliver the

right price on prime locations. We provide comprehensive services for multinational

companies, corporations, etc.

The purpose of this report is to document the outcome of the Environmental Impact

Assessment (EIA) study for the proposed project in accordance with the Terms of Reference

(ToR) issued by MoEF & CC

EIA is conducted to establish the baseline environmental setting in the study area, assessment of

potential impacts on different environmental components, design of mitigation measures so as to

keep impacts within acceptable limits and strengthen the positive impacts.

The Executive Summary summarizes the findings of the EIA study to aid in decision making and

provides project related information and environmental impacts to non-technical sections of

society. The summary highlights the baseline environmental status, key environmental issues and

their likely impacts and also lists the major recommended mitigation measures to attenuate the

impacts.

11.2 PROJECT SITE

The proposed project site is strategically located within the National Capital Region (NCR) of

New Delhi, in the State of Haryana. The site falls in the Faridabad district of State Haryana,





which is one of the fastest growing commercial destinations in India. The site is advantageously

connected with the National Highway - 2 (NH-2) adjacent to the project site. The nearest

Railway Station is Tughalkabad Railway Station which is about 1.79 km (NNE) away from the

project site. Indira Gandhi International Airport is 21.51 km, NW from the project site. The Co-

ordinates of the project site are 28°29' 18.49"N and 77°18' 20.77"E.

11.3 PROJECT FEATURES

Salient features of the project are:

Table 11.1: Salient Features of the project

S. No. DESCRIPTION DETAILS

1. Project Proponent M/s Dove Infrastructure Pvt. Ltd.

2. Location Village Sarai Anangpur, Faridabad, Haryana.

3. Geographical coordinates Latitude: 28°29' 18.49"N

Longitude: 77°18' 20.77"E

4. Nearest Railway Station Tughalkabad Railway Station (1.79 km, NW)

5. Nearest Airport IGI Airport (Approx. 21.51 Km; NW )

6. Nearest Highway Project Site is adjacent to NH-2

7. Plot Area 34,398.279 m2

8. Total Built Up Area 1,40,031.558 m2

9. Estimated Population 8,662 persons

10. Fresh Water Requirement 348 KLD

11. Solid Waste 2,026 kg/day

12. Electrical load 7,125 KVA

13. No. of RWH pits 8

14. Parking Proposed 2,466 ECS

15. Project Cost (INR Crore) 195.75





The project will be implemented over a span of 3-5 years, the commencement of construction.

11.4 ENVIRONMENTAL SETTING OF THE STUDY AREA

The baseline environmental status was assessed based on primary and secondary data collected

either through in-site field observation or obtained from agencies such as Irrigation Department,

India Meteorological Department (IMD), Central Ground Water Board, Geological Survey of

India, State Ground Water Department, State Pollution Control Board, Census of India and Local

Forest Department, Non -Governmental Agencies. The baseline status established from analysis

of secondary and primary data and predicted impacts are discussed below.

11.4.1Land Environment

The land use pattern of the study area (10 km) is mainly residential, agricultural and open scrub,

open land, forest and vegetation.

The construction phase of any construction project poses the threat of soil contamination and soil

erosion, mainly during the construction phase. Inadequate solid waste management & waste from

industries may also cause soil contamination during operation phase. The estimated waste

generation during operation phase will be 2,026 kg/day.

During construction phase, excavation related work will be avoided during the monsoons and

site clearing will be carried out for specific areas being developed. All wastes from site will be

regularly removed and disposed/sold. An efficient solid waste management is proposed

comprising waste collection, segregation at sold waste management facility within the site, and

their disposal. Solid waste will be disposed by sale of recyclable wastes to vendors, composting

of bio-degradable wastes, transportation of inert waste to local dump site.

11.4.2 Water environment

The water requirement during construction phase met from treated water from Private Water

Tankers

During operation phase, source of water will be HUDA.





A combination of efficient water management to reduce water consumption, reuse of treated

wastewater to reduce freshwater demand and rainwater harvesting to replenish groundwater is

proposed to have a positive bearing on the water environment of the region.


During construction phase, the major air pollutant of prime concern was PM2.5, PM10 as impacts

of other emissions such as SO2, NO2, and CO was not be significant because the nature of

sources is such that the emissions are distributed spatially as well as temporal. The levels of

PM2.5, PM10, are higher than the standards prescribed by NAAQS at all stations because

agricultural land and project site is adjacent to NH-2. Thus dust emissions from construction

activities required comprehensive mitigation measures and best construction practices.

Adequate stack heights was proposed for D.G. Sets above the ground to provide for sufficient

dispersion of pollutants. Water sprinklers will be used to suppress dust during construction.

During the operation phase, green belt and green area development is proposed to restrict and

absorb air pollutants.


Noise levels were observed at five locations within the study area. Levels of background noise

monitored in exceed the limits at 55 dB (A) and 45dB (A) for daytime and night time

respectively.

The noise emitted from heavy-duty construction equipments during construction period being

high shall require occupational preventive measures and temporary noise barriers for noise

attenuation. The construction period being about 3-5 year duration approx., will require

significant mitigation measures such as restricted loud noise activities to daytime, provision of

PPEs and acoustic enclosures for D.G. Set.

In the operation phase, noise pollution will be checked through acoustic enclosures of DG Sets

and green belt plantation. It will be the responsibility of the Project proponent to provide suitable

noise control measures (noise control barriers/acoustic enclosures) within the Project site.





11.4.5 Biological environment

There is no protected area, reserved forest or sanctuary in the study area. The proposed

landscaping will include native species that will attract local birds, reduce pollution and improve

aesthetics and micro-climate of the region.

11.4.6 Socio-economic environment

The population of the project is approx. 8,662 which include staff and visitors. The study area

has access to adequate transportation facilities. Please refer EMP for details.

11.4.7 Energy efficiency

Power requirement during operation phase will be met by Dakshin Haryana Bijli Vitran Nigam

Limited which is approx. 7,125 KVA. Various provisions are made to reduce the energy

efficiency of the building such as use of solar energy, provision of low energy fixtures, design

features to maximise sunlight and use of materials to improve energy efficiency.

11.4.8 Other

Resource Conservation: A concerted effort is made towards resource conservation by way of

using recycled building materials, fly-ash bricks, reduced water consumption and improving

energy efficiency of the building.

Indoor Air Quality: Special attention will be given to maintaining indoor air quality through

use of low VOC paints, provision of adequate ventilation, proper storage of chemical and

cleaning materials.

Safety: A network of manned security gates, security men, closed circuit TV and intercom

facilities are proposed to ensure safety of the occupant. The buildings will also be provided with

adequate fire tenders, fire alarms and water sprinklers.





11.5 ENVIRONMENTAL MANAGEMENT PLAN

Adequate environmental management measures was incorporated during the entire planning and

operating stages of the project to minimize any adverse environmental impact and assure

sustainable development of the area.

For the effective and consistent functioning of the campus, an Environmental Management

System (EMS) was established at the site including an Environmental Management cell for

implementation of the EMP and monitoring plan, training and awareness, audits and

maintenance of records.

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 EIA and the EMP. Some of the features of the project are:

Use of fly ash bricks.

Use of steel manufactured from recycled content

Provide permeable paving to control surface water runoff

Meet all requirements for buildings in moderate earthquake prone areas.

Provision of fire alarms and water sprinklers

Provision of welfare schemes to workers

Commitment to engaging local people and businessmen for maintenance and

repair work

Hence, it may be concluded that the project will have significant positive economic and social

impact on the local community without bearing any significant adverse environmental impacts.





Table 11.2: Summary matrix of predicted impacts and mitigation measures

S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact


Design

Impact

evaluation

Remedial

Measures

1. Groundwater

Quality

Ground water

contamination

Construction Phase

Wastewater

generated from

Labor tents.

Mobile type toilets/modular

Existing STP.

No significant

impact as

majority of

laborers would

be locally

deployed.

Mobile

toilets/Mod

ular

Existing

STP

Operation Phase

Sewage

treatment, sludge

disposal on land.

Sewage will be treated in

Common effluent

Treatment Plant.

No negative

impact on

ground water

quality

envisaged.

In an

unlikely

event of soil

and ground

water

contaminati

on,

remediation

measures

shall be

implemente

d.

2. Groundwater

Quantity

Ground Water

Depletion

Construction Phase

Treated effluent

from Private

Water Tanks.

Evaporation loss reduction

by covering concrete

structures with gunny bags

after curing.

No significant

impact on

ground water

quantity

envisaged.

ground

water was

not used

during

construction

phase.





S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact


Design

Impact

evaluation

Remedial

Measures

Operation Phase

HUDA water

supply

Recycling of treated

wastewater to reduce

freshwater requirement

Awareness Campaign for

reduced water use by

occupants.

No impact on

ground water

quantity

envisaged.

4. Air Quality

Dust

Emissions

Construction Phase

All heavy

construction

activities.

Dust suppression through

water sprinkling using

water trucks, handheld

sprays and automatic

sprinkler systems.

Vehicles transporting

loose construction

material should be

covered.

Contractors will be

advised to provide dust

masks for the employed

labour.

Not significant

because dust

generation will

be temporary

and will settle

fast due to dust

suppression

techniques

used.

Use of

sprinklers

reduced

dust

particles in

the

atmosphere.





S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact


Design

Impact

evaluation

Remedial

Measures

Emissions of

PM, SO2, NO2

and CO

Construction Phase

Operation of

construction

equipment and

vehicles during

site development.

Rapid on site

construction

Improved maintenance of

equipments.

Not significant

Regular

monitoring

of

emissions

and control

measures to

reduce the

emission

levels.

Operation Phase

D.G. Set

Operation.

Emissions from

vehicular traffic.

Use of ultra-low Sulphur

diesel, if available.

DG sets will be provided

with adequate stack

height as per CPCB

norms.

Green belt to be provided

with specified species to

help reduce PM levels.

Proper stack height for

emissions from DG set

Not significant

as D.G. Set

would be used

only during

power back-

up.





S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact


Design

Impact

evaluation

Remedial

Measures

5. Noise

Environment

Noise

emissions

Construction Phase

Operation of

construction

equipment and

vehicles during

site development.

Equipments was fitted

with silencers, where

applicable and

maintained well.

Providing noise shields

near heavy construction

operations.

Construction activity was

limited mostly to daytime

hours only.

Use of Personal

Protective Equipment

(PPE) like earmuffs and

earplugs during

construction activities.

Operation Phase

Noise from

vehicular

movement.

Noise from D.G.

sets operation.

Peripheral plantation.

Providing Acoustic

Enclosures on D.G. Sets.

Not significant

Short-term

exposure

within

permissible

limit.





S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact


Design

Impact

evaluation

Remedial

Measures

6. Land

Environment

Soil

contamination

Construction Phase

Disposal of

construction

debris.

Construction debris was

collected and suitably

used on site as per

construction waste

management plan.

Impact was

local, as any

waste

generated was

reused for

construction

activities. Not

significant.

Operation Phase

Dumping of

municipal solid

waste on land.

Handling of used

oil from D.G.

Sets.

E-waste

Solid waste from site

will be collected on a daily.

The segregation,

transportation and disposal

of wastes will be handled

by a private agency.

Waste will be handled as

per The Hazardous Wastes

(Management &

Handling) Rules, 1989.

All hazardous will be

disposed off by private

vendors.

E-waste will be disposed

through local vendors.

Not Significant

Negligible

impact





S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact


Design

Impact

evaluation

Remedial

Measures

7. Biological

Environment

(Flora and

Fauna)

Removal of

Flora and

Fauna on site.

Increase of

Green Cover

Construction Phase

Site development

during

construction.

The site supports no

significant vegetation

No negative

impact

--

Operation Phase

Plantation along

the periphery of

the complex.

Plantation of species that

is native to the area, fast

growing and with good

canopy cover.

Beneficial

impact

8. Socio -Economic

Environment

Population

displacement

and economic

impact

Construction Phase

No relocation is

involved.

Constructional

activities

Not applicable.

Employment for labor

No negative

impact

Beneficial

impact

--

Operation Phase

Site operation.

Project will provide

employment

opportunities.

Boost to local market for

increased demand in

goods of daily need.

Beneficial

impact

--





S.

No.

Environmental

Components

Potential

Impacts

Potential Source of

Impact


Design

Impact

evaluation

Remedial

Measures

9. Traffic Pattern Increase of

Vehicular

traffic

Construction Phase

Heavy vehicular

movement during

construction.

Heavy vehicular

movement was restricted

to daytime only and

adequate parking facility

will be provided.

No negative

impact

Adequate

parking

facility was

provided

within the

site to

regulate

heavy

vehicular

movement.

Operation Phase

Increased traffic

from the project.

Vehicular movement will

be regulated inside the

site

Adequate parking space

will be provided within

project site.

Moderate

negative

impact

Adequate

parking

facility will

be provided

within the

site to

regulate

vehicular

movement.





CHAPTER-12

DISCLOSURE OF CONSULTANTS ENGAGED

Project Name: IT Park Project, Village Sarai Anangpur, Faridabad, Haryana.

Name and address of

the Consultant

GRC India (P) Ltd.

F-374 & 375, Sector: 63,

Noida, India

ISO 9001:2008 Certified,

QCI-NABET Accredited.

Personnel involved in

preparation of

EIA/EMP report

Mr. Sonu Prajapati (Project Associate)

Base line data GRC India Training and

Analytical Laboratory

Sector: 63, F- 375, Noida,

India

NABL Accredited Laboratory,

Recognized by MoEF&CC under

Environment (Protection) Act,

1986.

A unit of GRC India (P) Ltd.

12.1 Under the guidance of following Coordinators & Functional Area Experts:

EIA Coordinator Dr. Dhiraj Kr. Singh

FAE-AP Dr. Dhiraj Kr. Singh

FAE-WP Dr. Dhiraj Kr. Singh

FAE-AQ Ms. MuditaTomar Singh

FAE-EB Dr. Dhiraj Kr. Singh

FAE-SE Mr. B. N.Chaudhari

FAE-HG Mr. Punit Lal Mahato

FAE-GEO Mr. Punit Lal Mahato / Mr. Shahbaz

Malik

FAE-RH Dr. Ravindra Kode

FAE-SHW Dr. Dhiraj Kr. Singh

FAE- SC Mr. N.P.S. Varde

FAE – NV Mr. Sanjay Singh

FAE – LU Mr. Punit Lal Mahato





12.1 ACCREDITION/ FROM QUALITY COUNCIL OF INDIA, QCI

GRC India (P) Ltd. has got accreditation from QCI NABET.




M/s Dove Infrastructre Pvt Ltd Page 204

CHAPTER - 13

ASSESSMENT OF ECOLOGICAL DAMAGE, REMEDIATION PLAN AND NATURAL

& COMMUNITY RESOURCE AUGMENTATION PLAN

13.1 Introduction

M/s. Dove Infrastructure Pvt. Ltd., is the developer of IT Office project located at Village Sarai

Anangpur, Tehsil & District Faridabad, Haryana.

The project falls under the schedule 8 (a) Category ‘B’ as per EIA Notification, 2006 and

amendments thereto.

The plot area measures 34,398.279 sqm. Total built-up of project is 1,40,031.558 sqm.

Construction work of project is completed about 54.37% of the total buildup area.

The project consists of IT offices and retail shops.

13.2 Chronology of Events

S. No. Date Event

1. 28.12.2007

License obtained from Directorate of

Town & Country Planning, State

Government of Haryana for

development of IT office project on

plot area = 34,398.279 sqm

2. 28.07.2010 Zoning plan approved by Town &

Country Planning, Government of

Haryana

3. 21.09.2010 Building plan approval obtained from

Directorate Town & Country Planning,

Haryana for measuring total area 8.50

acre for construction of IT Park colony

at Faridabad, Haryana.

4. 05.05.2014 Application for EC was submitted to

earlier SEAC/SEIAA, Haryana

5. 10.06.2014, 20.10.2015,

05.12.2015, 11.12.2015

Appraisal by SEAC, Haryana

6. 11.12.2015 Final observations/recommendations of





the SEAC to SEIAA

7. 05.02.2016 Final recommendations of the SEIAA

8.

04.12.2014 Action taken by State

Government/SEIAA.

9. 13.02.2015 Complaint case filed by the State

Government/State Pollution Control

Board

13.3 Impact/Damage Assessment:

The study reveals the extent of environmental damage caused by the project construction without

formal statutory approval. The measurable impacts have been ascertained with the extent of

damage done with the financial liabilities to bridge gap of stipulated environmental norms.

Environment damage & assessment has been studied in comparison to the earlier environmental

status before the start of the activity considering the following parameters:

Ecological Environment

Air Environment

Water Environment

Land Environment

Noise Environment

13.3.1 Ecological Environment

The construction activities may involve removal of native flora from project site.

13.3.1.1 Methodology

Approach followed for ecological impact assessment is as described below:

Obtain information on initial/baseline ecological conditions of site (prior to the development

of project, from the date of allotment/purchase of land) through satellite imagery.

Description of the ecological conditions of site - pre and post project

Analysis of the preliminary variation between pre and post project conditions of site in order

to identify, quantify the impact in terms of types/species, girth and number of trees.

Baseline environment monitoring through an NABL accredited and MoEFCC recognized

laboratory.

Site survey for establishing ground truth and prepare subsequent final assessment report.





13.3.1.2 Analysis of Site Specific Ecological Impact & Management Plan:

CONSTRUCTION PHASE

The construction was started in September, 2012 after grant of Mining Permission on 13th

Sep.,

2012 and 54.37% of built up area was completed up to November, 2013.

It is evident from the satellite imagery depicted in Figure 13.1 that no trees existed at site prior to

the development of project. Most of the land at project site was fallow land before start of

construction work with small patches of herbs, shrubs.

Figure 13.1: Project site (prior to development of project: 21.01.2008)

Figure 13.2 below is the current status of project site. Certain portion of land at site are still intact

as in evident from the satellite image.

We selected the untouched areas of project site to carry out field survey for Biodiversity (Flora

and Fauna) study.

The flora and fauna species recorded from project site are common and widely distributed.

The detailed list of floral and faunal species (in and around the project site), have been provided

in Chapter – 3 of the EIA/EMP report.





Figure 13.2: Project site (after development of project: current status)

13.3.1.3 Conclusion:

The recreated biodiversity study for the present project clearly shows that most of the species

recorded are common and widely distributed and the range of occurrence extended to wide

geographical area. Therefore, it can be concluded that the biodiversity loss due to the construct

ion of the present project is not much significant or is negligible.

In order to restore the ecology, 25 no. of native tree species have been planted and 150 more

trees are proposed to be planted during and after completion of the project for enhancement of

biodiversity of the region.

An amount of INR 2 lakh on capital cost and INR 0.5 lakh x 5 years (INR 2.5 lakh) as recurring

expenses has been spent by the project proponent for development of green area. The total

amount spent on account of green area development is INR 4.5 lakh.

Current site photos depicting green area are shown in Figure 13.3:






Figure 13.2: Green Area at Site

13.3.2.1 Methodology

Field monitoring studies to evaluate the existing status of the project site were carried out

covering one month data (Jan., 2018).

13.3.2.2 Analysis of Environmental Status

a.) During the period of 2008 – Prior to the site development

Haryana State Pollution Control Board (HSPCB) carried out ambient air quality monitoring at

two stations in Faridabad district during 2008 i.e. prior to the development of site of M/s Dove

Infrastructure Pvt. Ltd. Mentioned below, under Table 13.1, are the locations of Ambient Air

quality monitoring:

Table 13.1: Ambient Air Quality Monitoring Locations

S. No. Monitoring Location Type of Area Distance from M/s Dove

Infrastructure Pvt. Ltd.’s

Project Site





1. Regional Office Residential 8.9 km

2. M/s. Shivalik Global Ltd. Industrial 1.57 km

Table 13.2 below presents ambient air quality analysis results in Faridabad District in January,

2008.

Table 13.2: Ambient Air Quality Analysis Results in Faridabad District during January,

2008

S.

No.

Parameters Location 1

Station at Regional

Office

Location 2

Station at M/s.

Shivalik Global Ltd.

Limit

1. Sulphur Dioxide

(µg/m3)

12.46 13.3 80

2. Nitrogen Oxides

(µg/m3)

26.38 25.6 80

3. Respirable Suspended

Particulate Matter

(µg/m3)

149.23 188.8 120

4 Suspended Particulate

Matter (µg/m3)

287.15 368 360

Source: Action Plan For Abatement of Pollution in respect of Faridabad Town, Haryana State Pollution Control

Board

Central Pollution Control Board has classified pollution levels on the basis of average

concentration range as depicted in the following Table 13.3:

Table 13.3: Pollution Level Classification

S.

No.

Pollution Level Annual Mean Concentration Range (µg/m3)

Industrial (I) Residential (R)

SO2 &

NO2

RSPM SPM SO2,

NO2 &

RSPM

SPM

1. Low (L) 0-40 0-60 0-180 0-30 0-70

2. Moderate (M) 41-80 61-120 181-360 31-60 71-140

3. High (H) 81-120 121-180 361-540 61-90 141-120

4. Critical (C) >120 >180 >540 >90 >210

Source: National Ambient Air Quality Status, 2008 published by Central Pollution Control Board,

MoEFCC





Table 13.4: Ambient Air Quality of Faridabad for the year 2008 in terms of Pollution Level

Classification/Categorization

SO2 NO2 RSPM SPM

M/s.

Shivalik

Global Ltd.

Regional

Office

M/s.

Shivalik

Global Ltd.

Regional

Office

M/s.

Shivalik

Global Ltd.

Regional

Office

M/s.

Shivalik

Global Ltd.

Regional

Office

L L M L C H C M

Source: National Ambient Air Quality Status, 2008 published by Central Pollution Control Board, MoEFCC

b.) During the period of 2018 – Current Status

Mentioned below, under Table 13.5, are the locations of Ambient Air Quality monitoring in

Faridabad District. The study was carried out during Jan., 18.

Table 13.5: Ambient Air Quality Monitoring Locations

S. No. Monitoring Location Type of Area Distance from Project

Site

1. Project Site (AAQ1) Industrial 0 km

2. Hans Memorial Public School

(AAQ2)

Residential 0.5 km

3. Shivalik Hospital (AAQ3) Residential 0.96 km

4. Gurukul Indraprastha College

(AAQ4)

Residential 1.97 km

5. Global Kids Play School (AAQ5) Residential 1.78 km

Table 13.6 (a) to (e) below presents ambient air quality analysis results in Faridabad District in

2018:

Table 13.6 (a) Ambient Air Quality with respect to PM2.5 (January, 2018)

LOCATION/CONCENTRATION

(µg/m3)

AAQ1 AAQ2 AAQ3 AAQ4 AAQ5

Minimum 109.3 91.8 86.3 93.8 113.7

Maximum 126.7 116.5 116.1 117.7 126.3

Average 118.5 107.9 102.4 103.8 119.8

98 Percentile 126.2 116.2 115.3 116.9 126

NAAQS, 2009 60

Table 13.6 (b) Ambient Air Quality with respect to PM10 (January, 2018)

LOCATION/CONCENTRATION AAQ1 AAQ2 AAQ3 AAQ4 AAQ5





(µg/m3)

Minimum 208.2 188.2 163.2 188.6 215.4

Maximum 240.3 223.8 214.6 206.4 239.6

Average 224.1 200.5 191.7 194.5 229.2

98 Percentile 239.9 221.7 213.2 205.3 238.9

NAAQS, 2009 100

Table 13.6 (c) Ambient Air Quality with respect to SO2 (January, 2018)


(µg/m3)


Minimum 13.7 15.1 12.7 13.5 14.6

Maximum 18.1 17.4 15.7 14.6 17.7

Average 15.1 16.4 14.2 14.1 15.8

98 Percentile 17.7 17.4 15.6 14.6 17.5

NAAQS, 2009 80

Table 13.6 (d) Ambient Air Quality with respect to NOx (January, 2018)


(µg/m3)


Minimum 34.7 32.7 36.8 40.2 28.6

Maximum 46.9 46.7 43.2 46.6 43.9

Average 38.0 40.3 39.9 43.3 36.2

98 Percentile 45.9 46.5 43.0 46.4 43.7

NAAQS, 2009 80

Table 13.6 (e) Ambient Air Quality with respect to CO (January, 2018)


(µg/m3)


Minimum 1290 1300 1420 1250 1450

Maximum 1860 1740 1900 1480 1770

Average 1489 1523 1655 1361 1590

98 Percentile 1815 1737 1894 1479 1757

NAAQS, 2009 4000

On comparison of the current average ambient air quality (post construction) with 2008 data

(prior to site development), the following inferences are arrived at:





Table 13.7: Monitoring Location AAQ1 (Project Site) v/s M/s. Shivalik Global Ltd.

Parameters CPCB Value,

2008

Current Value,

2018

NAAQS,

2009

Remarks

Unit (µg/m3)

SO2 13.3 15.1 80 Marginal increase in

concentration, however,

still within NAAQS limit

NOx 25.6 38 80 increase in concentration,

however, still within

NAAQS limit

RSPM (PM10) 188.8 224.1 100 Increase in concentration

Table 13.8: Monitoring Location AAQ2 (Hans Memorial Public School) v/s Regional

Office


2008

Current Value,

2018

NAAQS,

2009

Remarks

Unit (µg/m3)




NOx 26.38 40.3 80 Increase in concentration,


NAAQS limit


Table 13.9: Monitoring Location AAQ3 (Shivalik Hospital) v/s Regional Office


2008

Current Value,

2018

NAAQS,

2009

Remarks

Unit (µg/m3)






NAAQS limit






Table 13.10: Monitoring Location AAQ4 (Gurukul Indraprastha College) v/s Regional

Office


2008

Current Value,

2018

NAAQS,

2009

Remarks

Unit (µg/m3)






NAAQS limit


Table 13.11: Monitoring Location AAQ5 (Global Kids Play School) v/s Regional Office


2008

Current Value,

2018

NAAQS,

2009

Remarks

Unit (µg/m3)






NAAQS limit


13.3.2.3 Conclusion:

From the above analysis, it may be concluded that the ambient air quality has not been affected

significantly w.r.t. Sulphur Dioxide and Nitrogen Oxides.

The increase in particulate matter concentration may be attributed to the building construction

and other infrastructural developments as well as increase in vehicular emissions that has

occurred in the vicinity of project site (500 m radius) in last one decade.

In order to limit the dust emissions (PM 10 & PM 2.5), the project proponent had adopted

following measures during construction phase:

Site was enclosed with barricade along the project boundary.





Water sprinkling was done.

Transportation of construction material and excavated earth was done through covered

trucks.

Roads leading to project site were paved.

Tree plantation initiated during construction phase.

Low sulphur diesel based D.G. sets were used.

Maintenance of construction machinery and vehicles was done.

Transportation of construction material and waste through covered trucks.

An amount of INR 4 Lakh as capital cost and INR 3.5 Lakh x 2 years (INR 7 Lakh) as recurring

expenditure has been spent by project proponent on above-said measures.

Thus the total expenditures done on air pollution control during construction phase is INR 11

Lakh.

13.3.3 Water Environment

13.3.3.1 Analysis of Hydrogeology

CGWB has carried out hydro-geological studies in the district of Faridabad.

The data of ground water table and quality reveals that the under groundwater table is receding

due to overexploitation and the quality of water is also deteriorating due to contamination.

Ground water level data of the region for the year 2008 is presented below in Table 13.12:

Table 13.12: Ground Water Level Data January, 2008

Location January, 2008* January, 2018

Baghaula 5.4 m bgl 9 m bgl *Source: CGWB, Faridabad

The comparative ground water quality of the region during 2008 and 2018 is presented in Table

13.13:

Table 13.13 Comparative Ground Water Quality

Parameters 2008* 2018

pH 8.13 6.91

Sulphate (as SO4) 102 196

Nitrate (as NO3) 9 31

Fluoride (as F) 1.92 0.7

Total Hardness (as CaCO3) 205 426





*Source: CGWB, Faridabad

The present classification status of ground water resources of the district is Critical. However,

since groundwater is not proposed to be used for the project. There will be no impact on ground

water resources.

The data of surface water quality of the region (Agra Canal) has been monitored by CGWB

during 2009 and the results are presented below in Table 13.14:

Table 13.14: Surface Water Quality Data 2009

S. No. Parameters Agra Canal at Karman

Border

1. pH 7.37

2. Conductivity (µmhos/cm) 1010

3. BOD (3 Days at 27 °C, mg/l) 18

4. COD (mg/l) 72

5. Chromium (as Cr, mg/l) Not Detected

6. Iron (as Fe, mg/l) Not Detected

7. Suspended Solids (mg/l) 82

8. Oil & Grease (mg/l) Not Detected *Source: CGWB, Faridabad

The comparative surface water quality of Agra Canal during 2009 and 2018 is presented below

in Table 13.15:

Table 13.15 Comparative Surface Water Quality

Parameters 2009* 2018

pH 7.37 8.08

Conductivity (µmhos/cm) 1010 1917

BOD (3 Days at 27 °C, mg/l) 18 18

COD (mg/l) 72 64

Chromium (as Cr, mg/l) Not Detected <0.01

Iron (as Fe, mg/l) Not Detected 1.32 *Source: CGWB, Faridabad

13.3.3.2 Conclusion

Since ground water was neither used for Construction activities nor proposed to be used during

Operational Phase of the project, there will be no impact on ground water resources as a result of

the project.

In order to augment the ground water resources, the project proponent proposes to provide 8 no.

of RWH pits for artificial ground water recharge.





An amount of INR 24 Lakh as capital cost has been spent by project proponent for construction

of recharge pits. Additionally, recurring cost of maintenance will also be incurred during

Operational Phase of the project

As regards Surface Water quality, there is no stream or drain flowing through the project site or

within 500 m radius of site, hence, no impact expected to have occurred on water environment.


13.3.4.1 (a) Soil Analysis (from developed part of Project Site)

The soil sample collected from the site (developed part of project site) and its analysis results are

shown below in Table 13.16:

Table 13.16 Soil Analysis Results, January, 2018 (developed part of site)

S. No. PARAMETERS UNIT Project Site

1 Texture - Sandy Loam

Sand % 63.9

Silt % 20.8

clay % 15.3

2 pH (1:2) - 8.33

3

Electrical Conductivity

(1:2) µmhos/cm 429

4 Cation exchange capacity meq/100 gm 14.8

5 Exchangeable Potassium meq/100 gm 0.27

6 Exchangeable Sodium meq/100 gm 0.56

7 Exchangeable Calcium meq/100 gm 10.5

8 Exchangeable Magnesium meq/100 gm 3.5

9 Sodium Absorption Ratio - 0.67

10 Water Holding Capacity % 25.7

11 Porosity % 38.9

12 Permeability cm/hrs 2.3

13 Total kjehdahl Nitrogen % 0.043

14 Phosphorus(Olsen’s) mg/kg 7.9

15 Organic Matter % 0.31

13.3.4.1 (b) Undisturbed Soil analysis

The soil sample collected from intact (undisturbed) part of the site has been analyzed and the

results are provided under Table 13.17:





Table 13.17 Soil Analysis Results January, 2018 (undisturbed part of site)

S. No. PARAMETERS UNIT Project Site

1 Texture - Sandy Loam

Sand % 72

Silt % 15.7

Clay % 12.3

2 pH (1:2) - 8.5

3


(1:2) µmhos/cm 432

4 Cation exchange capacity meq/100 gm 14.8

5 Exchangeable Potassium meq/100 gm 0.29

6 Exchangeable Sodium meq/100 gm 0.56

7 Exchangeable Calcium meq/100 gm 10.5

8 Exchangeable Magnesium meq/100 gm 3.5

9 Sodium Absorption Ratio - 0.67

10 Water Holding Capacity % 25.7

11 Porosity % 38.9

12 Permeability cm/hrs 2.3

13 Total Kjehdahl Nitrogen % 0.045

14 Phosphorus(Olsen’s) mg/kg 8.2

15 Organic Matter % 0.38

Table 13.18 Comparative Chart - Soil Analysis Results (Developed and Undisturbed part of

Project Site)

S. No. PARAMETERS UNIT

Undisturbed

Part of Site

Developed Part of

Site

1 Texture - Sandy Loam Sandy Loam

Sand % 72 63.9

Silt % 15.7 20.8

Clay % 12.3 15.3

2 pH (1:2) - 8.5 8.33

3


(1:2) µmhos/cm 432 429

4 Cation exchange capacity meq/100 gm 14.8 14.8

5 Exchangeable Potassium meq/100 gm 0.29 0.27

6 Exchangeable Sodium meq/100 gm 0.56 0.56

7 Exchangeable Calcium meq/100 gm 10.5 10.5

8 Exchangeable Magnesium meq/100 gm 3.5 3.5

9 Sodium Absorption Ratio - 0.67 0.67





10 Water Holding Capacity % 25.7 25.7

11 Porosity % 38.9 38.9

12 Permeability cm/hrs 2.3 2.3

13 Total Kjehdahl Nitrogen % 0.045 0.043

14 Phosphorus(Olsen’s) mg/kg 8.2 7.9

15 Organic Matter % 0.38 0.31

13.3.4.2 Topography

The development work at site was carried out keeping in mind the topography of site. Negligible

cutting and filling has been carried out and the natural topography of site has been retained.

The project proponent had adopted the following measures during construction phase to prevent

contamination of land environment:

.

Topography retained.

Top soil was preserved and used for landscape development.

13.3.4.3 Conclusion

From the comparative soil analysis, it has been observed that there are marginal changes with

respect to texture of soil (might be due to mixing), chemical constituents and nutrient load in

terms of NPK value. The soil quality in both ways show moderate productivity and nutrient

status. However sufficient measures will be taken to provide nutrients in the form of domestic

sludge (STP) to support the nutrients in the form of organic matter and nitrogen and phosphorus

for the plantation. Overall, there was no any adverse effect observed on land environment due to

project activity. There is no change in the topography.


13.3.5.1 Noise Level Analysis

Total of 5 locations were selected for collecting the samples for ambient noise level monitoring.

The locations of ambient noise monitoring locations are listed below in Table 13.19 & the

monitored noise levels are presented in Table 13.20:

Table 13.19: Noise Level Monitoring Locations

Location

Code Location Type of Area

Direction Distance (km)

NQ1 Project site Commercial

Area

Centre 0





Location

Code Location Type of Area

Direction Distance (km)

NQ2 Hans Memorial Public

School

Silence Zone N 0.5

NQ3 Shivalik Hospital Silence Zone SSE 0.96

NQ4 Gurukul Indraprastha

College

Silence Zone SW 1.97

NQ5 Global Kids Play

School

Silence Zone S 1.78

Table 13.20: Ambient Noise Monitoring Analysis Results

S.

No.

PROJECT

SITE

ZONE LIMIT (as per CPCB

Guidelines),Leq, dB(A)

Observed value Leq,

dB(A)

DAY* NIGHT** DAY* NIGHT**

1 Project Site Commercial

Area

65 55 69.1

54.5

2 Hans

Memorial

Public School

Silence

Zone

50 40 50.2

42.8

3 Shivalik

Hospital

Silence

Zone

50 40 51.6

41.7

4 Gurukul

Indraprastha

College

Silence

Zone

50 40 48.9

40.2

5 Global Kids

Play School

Silence

Zone

50 40 45.3

38.9 * Day time (6.00AM TO 10.00PM)

** Night time (10.00PM TO 6.00AM)

The project proponent adopted the following measures during construction phase to mitigate

noise pollution due to various construction activities:

a. Site was enclosed with barricade along the project boundary.

b. PPEs were provided to labor exposed to high intensity noise level.

c. Acoustically enclosed DG sets were used.

d. Tree plantation initiated during construction phase.

13.3.5.2 Conclusion

The noise levels were marginally higher than the prescribed standards at some places between

9.00 hrs to 16.00 hrs due to traffic and commercial developments.





13.4 Remediation/Restoration Plan:

The approach adopted for remediation/restoration plan – We have referred the Environment

Management guidelines/conditions prescribed by EAC/SEIAA/SEAC to prepare a Check and

Balance Matrix w.r.t the Mitigation Measures followed and Remediation Measures required.

Check and balance matrix w.r.t the mitigation measures followed and remediation measures

required for Construction Phase of the project are given below in Table 13.21:

Table 13.21: Check & Balance Matrix the Mitigation Measures adopted and

Remediation Measures required: Construction Phase

S.

No.

Environment

Management

guidelines prescribed

by

EAC/SEIAA/SEAC

Mitigation

Measures

followed

Remediation

Measures

required

Estimated budget of

Remediation

(INR Lakh)

Capital

Investment

Recurring

Expenditure/

year

1. ‘Consent to

Establish' shall be

obtained from

State Pollution

Control Board under

the Air and Water

Act, and a copy shall

be submitted to

SEIAA, Haryana

before the start of any

construction work at

site.

CTE wasn’t

obtained for

Phase – I &

CTE for

Phase-II of

the project

will be

obtained

after receipt

of EC as per

norms.

Guidelines

followed.

No

remediation

measures

required.

Not applicable Not applicable

3. Adequate drinking

water and sanitary

facilities shall be

provided for

construction workers

at site. Provision

should be made for

mobile toilets. Open

defecation by the

Drinking

water and

sanitary

facilities

(mobile

toilets) were

provided for

construction

workers at

Guidelines

followed.

No

remediation

measures

required.






labourers is strictly

prohibited. The safe

disposal of solid

wastes/waste water

generated during the

construction phase

should be ensured.

Efforts shall be made

to provide mobile

STP for treatment of

waste water during

the construction

phase.

site.

Waste water

was disposed

through

septic tanks.

4. All the topsoil

excavated during

construction activities

shall be stored for use

in

horticulture/landscape

development within

the project site.

Topsoil was

stored and

reused for

landscape

development

at project

site.

Guidelines

followed.

No

remediation

measures

required.


5. The project

proponent shall

ensure that the

building material

required during

construction phase

is properly stored

within the project

area and disposal of

construction waste

should not create

any adverse effect

on the neighboring

communities and

should be disposed

off after taking

necessary

precautions for

Construction

and

Demolition

waste was

stored under

covered

sheds at

project site

Guidelines

followed.

No

remediation

measures

required.






general safety and

health aspects of

people, only in

approved sites with

the approval of

competent

authority.

6. Construction spoils,

including

bituminous

material and other

hazardous materials

must not be

allowed to

contaminate

watercourses and

the dump sites for

such material must

be secured so that

they should not

leach into the

ground water and

hazardous waste

generated during

construction phase,

should be disposed

off as per

applicable rules and

norms with

necessary approval

of the Haryana

State Pollution

Control Board.

Construction

and

Demolition

waste was

disposed to

designated

site.

No

contaminatio

n of surface

water body

would have

occurred as

there is no

watercourse

present either

at project site

or in 500 m

radius

around it.

Guidelines

followed.

No

remediation

measures

required.


9. Ambient noise

levels shall

conform to the

Commercial/Industr

ial standards both

during day and

Baseline

environment

study has

been carried

out during

Jan., 18 by

Guidelines

followed.

No

remediation

measures






night. Incremental

pollution load on

the ambient air and

noise quality should

be closely

monitored during

construction phase.

Adequate measures

should be taken to

reduce ambient air

pollution and noise

level during

construction phase,

so as to conform to

the stipulated

Commercial/Industr

ial standards of

CPCB/MoEFCC.

an NABL

accredited

and

MoEFCC

recognized

laboratory.

Ambient

noise level

results are

presented in

Chapter – 3

of the

EIA/EMP

report.

Adequate

control

measures

adopted for

noise control

are presented

above in

Section 3.1.

required.

10. Fly ash shall be

used as building

material in the

construction as per

the provisions of

Fly Ash

Notification of

September 1999

and as amended on

27th

August, 2003.

Flyash was

used as

building

material for

the project.

Guidelines

followed.

No

remediation

measures

required.


11. Storm water control

and its re-use as per

CGWB and BIS

standards for

various applications

Storm water

during

construction

phase was

managed

Guidelines

followed.

No

remediation






should be ensured. through

culverts.

Pavements

were

provided

with

permeable

pavers.

measures

required.

12. Water demand

during construction

shall be reduced by

use of pre-mixed

concrete, curing

agents and other

best practices.

Water

conservation

measures

followed

during

construction

phase have

been

explained

above in

Section 3.1.

Guidelines

followed.

No

remediation

measures

required.


15. The approval of the

competent authority

shall be obtained

for structural safety

of the building on

account of

earthquake,

adequacy of

firefighting

equipments, etc. as

per the National

Building Code

including

protection measures

from lightening etc.

Fire NOC

have been

obtained.

Copy

enclosed as

Annexure –

11

respectively.

Guidelines

followed.

No

remediation

measures

required.


16. The project

proponent as stated

in proposal shall

construct rain water

2 RWH pits

have been

provided at

project site

Guidelines

followed.

No






harvesting pits for

recharging the

ground water

within the project

premises. Rain

water harvesting

pits shall be

designed to make

provisions for

silting chamber and

removal of floating

matter before

entering harvesting

pit. Maintenance

budget and persons

responsible for

maintenance must

be provided. Care

shall also be taken

that contaminated

water do not enter

any RWH pit.

for artificial

ground water

recharge.

Pits have

been

provided

with

desilting

chamber as

per norms.

Maintenance

budget for

operation

phase is

presented in

following

section.

remediation

measures

required.





17. The project

proponent shall

provide for

adequate fire safety

measures and

equipments as

required by

Haryana Fire

Service Act, 2009

and instructions

issued by the local

Authority/Directora

te of Fire from time

to time. Further the

project proponent

shall take necessary

permission

regarding fire

safety scheme/NOC

from the competent

Authority as

required.

Fire safety

measures

have been

provided in

accordance

with NBC

and Haryana

Fire Service

Act, 2009.

Fire NOC

has been

obtained

from

Haryana Fire

Service

Department,

Panchkula.

Copy

enclosed as

Annexure –

11

Guidelines

followed.

No

remediation

measures

required.


18. The Project

Proponent shall

obtain assurance

from DHBVN for

total supply of

power before the

start of

construction. In no

case project will be

operational solely

on generators

without any power

supply from any

external power

utility.

Application

has been

submitted to

DHBVN for

seeking

assurance of

power supply

for Operation

phase.

Copy of

acknowledge

ment

enclosed as

Annexure -

12

Guidelines

followed.

No

remediation

measures

required.






19. Detail calculation

of power load and

ultimate power load

of the project shall

be submitted to

DHBVN under

intimation to

SEIAA Haryana

before the start of

construction.

Provisions shall be

made for electrical

infrastructure in the

project area.

The detailed

calculation

of power

load has

been

submitted to

DHBVN.

Requisite

electrical

infrastructure

has been

provided for

the project.

Guidelines

followed.

No

remediation

measures

required.


20. The project

proponent shall not

raise any

construction in the

natural land

depression/Nallah/

water course and

shall ensure that the

natural flow from

the Nallah/water

course is not

obstructed.

There was no

natural land

depression/

nallah/water

course

present at

project site.

Hence, no

construction

raised over it

or

obstruction

caused to its

natural flow.

Guidelines

followed.

No

remediation

measures

required.


21. The project

proponent shall

keep the plinth of

the building blocks

sufficiently above

the level of the

approach road to

the project. Levels

of the other areas in

the project shall

also be kept

The level of

plinth of the

building has

been kept as

600 mm.

Guidelines

followed.

No

remediation

measures

required.






suitably so as to

avoid flooding.

22. Construction shall

be carried out so

that density of

population does not

exceed norms

approved by

Director General

Town and Country

Planning

Department,

Haryana.

The

population

calculation

of the project

has been

done as per

permissible

density

population

norms of

DTCP,

Haryana.

Guidelines

followed.

No

remediation

measures

required.


23. The project

proponent shall

submit an affidavit

with the

declaration that

ground water will

not be used for

construction and

only treated water

should be used for

construction.

No ground

water was

used for

construction

activities.

STP treated

effluent was

used.

Affidavit in

this regard is

enclosed as

Annexure –

14

Guidelines

followed.

No

remediation

measures

required.


24. The project

proponent shall not

cut any existing

tree and project

landscaping plan

should be modified

to include those

trees in green area.

No existing

trees were

cut for the

development

of project.

Guidelines

followed.

No

remediation

measures

required.


26. The project

proponent shall

Barricades

and dust

Guidelines

followed.






provide 3 m high

barricade around

the project area,

dust screen for

every floor above

the ground, proper

sprinkling and

covering of stored

material to restrict

dust and air

pollution during

construction.

screen were

provided

during

construction

phase to

restrict dust

emissions.

Water

sprinkling

and wheel

washing

facility was

also

provided.

No

remediation

measures

required.

27. The project

proponent shall

construct a

sedimentation

basin in the lower

level of the project

site to trap

pollutant and other

wastes during rain.

Culverts and

sedimentatio

n basin was

provided to

trap rain

water during

construction

phase.

Guidelines

followed.

No

remediation

measures

required.


28. The project

proponent shall

provide proper

rasta of proper

width and proper

strength for the

project before the

start of

construction.

Rasta of

adequate

width was

provided for

construction

phase.

Guidelines

followed.

No

remediation

measures

required.


29. The project

proponent shall

ensure that the U-

value of the glass

is less than 3.177

and maximum

Guidelines

followed.

No

remediation

measures






solar heat gain co-

efficient is 0.25 for

vertical

fenestration

required.

30. The project

proponent shall

provide one refuge

area till 24 meter

and one till 39

meter each, as per

National Building

Code. The project

proponent shall not

convert any refuse

area in the

habitable space and

it should not be

sold

out/commercialise

d.

National

Building

Code norms

have been

followed

w.r.t. refuge

area.

Guidelines

followed.

No

remediation

measures

required.


31. The project

proponent shall

adequately control

construction dusts

like silica dust,

non-silica dust and

wood dust. Such

dusts shall not

spread outside

project premises.

Project proponent

shall provide

respiratory

protective

equipment to all

construction

workers.

Barricading

of

construction

site was done

to prevent

spreading of

dust.

Respiratory

PPEs were

provided to

labour.

Guidelines

followed.

No

remediation

measures

required.


32. The project

proponent shall

Fire Control

room ad Fire

Guidelines

followed.






provide fire control

room and fire

officer for building

above 30 m as per

National Building

Code.

Officer was

provided for

construction

phase.

NBC norms

have been

followed for

providing

firefighting

facilities for

operation

phase.

No

remediation

measures

required.

33. The project

proponent shall

obtain permission

of Mines and

Geology

Department for

excavation of soil

before the start of

construction.

Permission

was obtained

from

Department

of Mines and

Geology for

excavation of

soil.

Copy

enclosed as

Annexure –

18

Guidelines

followed.

No

remediation

measures

required.


35. The project

proponent shall

discharge excess of

treated waste

water/storm water

in the public

drainage system

and shall seek

permission of

HUDA before the

start of

construction.

It is

proposed to

maintain

Zero Exit

discharge for

the project.

The entire

quantity of

treated

effluent from

STP will be

reused for

Guidelines

followed.

No

remediation

measures

required.






flushing,

horticulture

and HVAC.

We have

submitted

application

to HUDA for

discharge of

excess

treated waste

water (for

exigency)

37. The project proponent

shall ensure that the

stack height is 6 meter

more than the highest

tower.

The stack

height for

DG set is 6

m above the

rooftop.

Guidelines

followed.

No

remediation

measures

required.


13.5 Natural & Community Resource Augmentation Plan

Natural and Community resources include Schools, Heritage buildings, Railway Stations, Public

Buildings, Open Spaces, Water bodies, Sarai/Shelter homes, Bus stands, Health Care centres,

Forest, Orchards, Village Abadi, Religious places, Markets, etc.

The extent of impacts are inevitably proportionate to the scale of development and thus it is

proposed that for smaller developments [8(a) projects], the natural & community resource

augmentation activities should be undertaken upto a radius of 500 m (affected area) from the

project site in coordination with local authorities.

Natural & Community Resource Augmentation plan has been prepared in pursuance of

MoEFCC’ guidelines for CER (Office Memorandum no. 22-65/2017-IA.III dated 1st May,

2018). Community assets have been assessed to address community needs.

Following activities are proposed for Natural & Community Resource Augmentation plan for

this project on the basis of need based assessment of the affected area:





Develop greenery in vicinity of project site along external roads, greenbelts, parks, etc in

consultation with local authorities.

Long-term management/maintenance of public greenery (external road side plantation,

green belts, parks, etc.)

Upgradation of Community resources including religious place, school and health centre

Free health check-up camps for workers engaged at project site and residents of nearby

village – Molarband Extension

Provision of clean drinking water taps for public.

Training on good construction practices for workers engaged at project site.

Awareness camps for local community on waste minimization and water conservation.

Promoting rain water harvesting and construction of RWH pits in nearby school.

Budget proposed for implementation of Natural & Community Resource Augmentation Plan is

given below in Table 13.22:

Table 13.22: Natural & Community Resource Augmentation Implementation Plan Budget

S. No. Plan Implementation Budget

(INR)

1. Develop greenery in vicinity of project site along

external roads, greenbelts, parks, etc in consultation

with local authorities

1,50,000

2. Long-term management/maintenance of public

greenery

90,000

3. Promoting rain water harvesting in nearby schools 50,000

4. Awareness camps for local community on waste

minimization and water conservation

40,000

5. Provision of clean drinking water taps for public 80,000

6. Upgradation of Community resources including

religious place, school and health centre

2,00,000

7. Free health check-up camps for workers engaged at

project site and residents of nearby village –

Molarband Extension

100,000

8. Training on good construction practices for workers

engaged at project site

40,000

TOTAL (INR) 7,50,000





Project Proponent will set out responsibilities for implementation and monitoring of

augmentation plan.

Monitoring of Augmentation Plan will be done to determine:

a) whether the measures have been implemented as per plan;

b) the success of implemented measures;

c) identification and reporting of measures which are not proving effective;

at m nfrastructur . ltd m 8

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