Preparation of Application for Environmental Clearance of

Construction Project

Submitted By: Priyanka Singh

M. Tech(EVS)

Enrollment no.-A11227912005

(AIES)

Internal Guide- Dr. Ashotosh Tripathi

External Guide- Neha Gupta

CONTENTS

• Objective

• Introduction

• Methodology

• Case study

• Result

• Present Status

• Significance of the project

OBJECTIVE

The main objective of this project is to prepare the proposal of construction project for Environmental Clearance .

INTRODUCTION

Serial No.

Sector

Category

Amendment in EIA

notification

Amendment in EIA

notificationDated

22/08/2013

Amendment in EIA

notificationDated

Feb 2014A B

8(a)Building and construction

projects----

≥20,000 sqm. to ≤ 1,50,000 sqm. of

built-up area

EIA Not Required

EIA Not Required

EIA Not Required

8(b)

Townships and area

development projects

----≥ 1,50,000

sqm. of built-up area

EIA Required EIA Not

Required EIA Required

Stages of EC process

• Screening

• Scoping

• Appraisal

Methodology for Environmental Clearance

Data will be provided by the client as per checklist

Drawing will be provided by the project Architect

Calculate all the required data

Total Population

Capacity of STP

Fill details in FORM 1 and FORM IA and then prepare conceptual plan

Daily Water Requirement (Domestic + Flushing)

Rainwater Harvesting

Vehicle parking

Total solid waste

Green area

Presentation before SEAC

Not RecommendedRecommended

SEIAA

EC Not GrantedEC Granted

Provide the checklist of construction projects to the client

Case Study

PROJECT DETAILS. No. Particulars Details

1. Name of the ProjectVatika Urban Expression

M/s Vatika Ltd.

2. Activities in the Complex

Residential Apartments, EWS Apartments, Servant

Units, Community Building, Convenient Shopping

and Nursery Schools

3. Cost of Project Rs . 670 Crores approx.

4. Total Plot Area 76,080 m2/18.80 Acres

5.Permissible FAR @ 175% 1,22,394.449 m2

Proposed FAR @ 174.898% 1,22,323.503 m2

6. Non-FAR Area (Basement + Stilt Area) 73,896.23 + 31,409.95 = 1,05,306.18 m2

7. Built up Area ( FAR + Non-FAR) 2,27,629.683 m2

8.Permissible Ground Coverage @ 35% 24,478.890 m2

Proposed Ground Coverage @ 17.52% 12,255.97 m2

9. Green Area @ 32.62% 22,814.33 m2

10. Maximum Number of Floors G + 29 (Tower detail is given at slide no. 15)

11. Total No. of Towers 15

12. Number of Nursery Schools 2

13. Maximum Height 97.78 meters

14. Estimated Population 6329 persons

15. Total Water Requirement Total Water Requirement: 719 KLDFresh Water Requirement: 425 KLD Recycled Water Requirement: 294 KLD

16. Waste Water Generation 580 KLD

17. Capacity of STP 700 KLD

18. Total Power Demand 5380 KW (6725 KVA) , Source: Dakshin Haryana Bijli

Vitaran Nigam (DHBVN).

19. Power Back Up42 DG Sets of total capacity 10820 KVA (41 × 260 + 1 ×

160 KVA)

20. Required Parking 1369 ECS

21. Proposed Parking 1434 ECS

22. No. of Dwelling Units 724

23. No. of EWS Units 128

24. No. of Servant Units 73

TOPOMAP SHOWING 500 M RADIUS OF THE AREA

11

S. No. Particulars Distance Direction

Hospitals1. Shri Balaji Hospital & Trauma

Center2.0 km SE

2. Yash Nursing Home 2.0 km WestSchools

1. Government Senior Secondary School

2 km West

S. No. Particulars Distance Direction

2. MDS Public School 2 km East

Banks

1. Yes Bank 2.2 km West

2. Allahabad Bank` 3.5 km NE

Eco-Sensitive Area

Sultanpur Bird Sanctuary 6.4 km NW

PROJECT SITE

PROJECT SITE ON MASTER PLAN

12

Nearest Highway NH-8 5 Km, South-East

Nearest Airport IGI Airport 16 Km, North-East

Nearest Railway Station Garhi Harsaru Railway Station 3 Km, South-West

PROJECT SITE

Prospective View

DOCUMENTS REQUIRED FOR SUBMISSION OF ENVIRONMENT CLEARANCE

S.No.

Documents

1. Form I

Under the scope of Environment Consultant2. Form I A

3. Conceptual Plan

4. AnnexureUnder the scope of project proponent and

project Architect

APPROVAL STATUS

License from DTCP Granted on 26/10/2013 valid up to 25/10/2017

Zoning Plan Approved on 28/10/2013

NOC from AAI regarding Height Clearance Granted on 03/02/2014 valid up to 02/02/2019

Clearance under Aravali Notification from DC Granted on 29/04/2013

Water Assurance from HUDA Granted on 07/11/2013

Affidavit for Non-Construction 03/10/2013

APPROVED ZONING PLAN

SITE PHOTOGRAPHS SHOWING THAT NO CONSTRUCTION ACTIVITY IS TAKEN IN THE PROJECT

SITE

POPULATION CALCULATION

S. No. Unit TypeDwelling

Unit/AreaTotal Population

1. Residential Apartment @ 5 724 3620

2. EWS Apartment @ 5 128 640

3. Servant Units @ 2 73 146

4. Community Building @ 3 sqm/person 534.563 178

5. Convenient Shopping @ 3 sqm/person 334.731 112

6.

Nursery School-1 @ 4 sqm/person

Ground Floor 818.708 205

First Floor 818.708 205

7.

Nursery School-2 @ 4 sqm/person

Ground Floor 863.295 216

First Floor 863.295 216

Second Floor 863.295 216

8. Visitors @ 10% of total population -- 575

Total Population 6329 persons

CALCULATION OF DAILY WATER DEMAND

S.

No.Particulars Occupancy

Rate of

water

demand

Water Requirement (KLD)

Domestic

(Fresh Water)

Flushing

(Recycled Water)Total

1. Residential Apartment 3620 135 325.80 162.90 488.70

2. EWS Apartment 640 135 57.60 28.80 86.40

3. Servant Units 146 135 13.14 6.57 19.71

4. Community Building 178 45 2.67 5.34 8.01

5. Convenient Shopping 112 45 1.68 3.36 5.04

6. Nursery School-1 410 45 6.15 12.30 18.45

7. Nursery School-2 648 45 9.72 19.44 29.16

8. Visitors 575 15 3.45 5.17 8.62

9. Horticulture 22814.33 m2 1 lit/sqm NIL NIL 23.00 (R)

10. DG Cooling -- -- NIL NIL 27.10 (R)

11.

Make-up water

requirement

(Swimming Pool &

Sunken Court)

-- -- NIL NIL 5.00 (F)

Total420.21

Say 420 KLD

243.88

Say 244 KLD

719.19

Say 719 KLD

WATER BALANCE DIAGRAMTotal Water Requirement

(719 KLD)

Fresh Water Requirement(425 KLD)

Recycled/Treated Water(294 KLD)

@ 100%@ 80%

Wastewater generated (336 KLD)

Wastewater generated

(244 KLD)

Wastewater generated

(NIL)

Wastewater generated

(NIL)

Domestic Water (420 KLD)

Flushing(244 KLD)

Horticulture(23 KLD)

DG Cooling(27 KLD)

Recycled/Treated water (522 KLD)

Total wastewater generated

(580 KLD)

STP (700 KLD)

@ 90%

Water Tanker (228 KLD)

More than 20% of wastewater generated

Swimming Pool(5 KLD)

DUAL PLUMBING PLAN

Treated water Line

Wastewater Line

Fresh Water Line

STP

RAIN WATER HARVESTING CALCULATION

22

The Design calculations for storm water drainage and rain water harvesting pit are as follows:

DESIGN BASIS FOR STORM WATER DRAINAGE SYSTEM:

RUN OFF DISCHARGE

Q = ( CIA)10-3

S. No. ParticularsCatchment Area in m2

(A)Runoff Coefficient

(C)Rainfall Intensity in mm

(I)Discharge

(m3/hr)

1. Rooftop area 12255.97 0.85 45 468.79

2. Green area 22814.33 0.20 45 205.33

3. Paved area 34869.39 0.65 45 1019.93

Total Runoff 69939.69 1694.05

23

Taking 15 minutes retention time, total volume of storm water = 1370.13 × 0.25 =

423.51 m3

Taking the effective diameter and depth of a Recharge pit 3.0 m and 3.4 m respectively,

Volume of a single Recharge pit (πr2h) = 3.14 × 1.5 × 1.5 × 3.4 =

24.02 m3

Hence No. of pits required = 423.51/24.02= 17.6 Say

18 Pits

Total 18 no. of Rain Water Harvesting pits are being proposed for artificial rain water

recharge within the project premises.

NO. OF PITS: 18

24

RAIN WATER HARVESTING PLAN

RWH-6 RWH-4 RWH-3

RW

H-14

RW

H-15

RW

H-16

RW

H-17

RWH-5RWH-2 RWH-1

RW

H-18

PARKING CALCULATION

25

VEHICLE PARKING FACILITIESRequired Parking:

Required parking for main unit @ 1.5 ECS/DU = 724 × 1.5 =1086 ECSRequired parking for EWS @ 5% of total required parking = 1086 × 5 % = 54.3 say 55 ECSRequired parking for Visitors @ 20% of total required parking = 1141 × 20 % = 228.2 say 228 ECSTotal required parking = 1086 + 55 + 228 = 1369 ECS Proposed Parking:

Area proposed for parking on surface = 1933.642 m2

Area required for parking per ECS = 25 m2

Proposed surface parking = 1933.642/25 = 77.3 ECS Say 77 ECS

Area of Basement-1 = 37374.81 m2

Area proposed for parking in Basement-1 = 29172.429 m2

Parking Capacity of Basement-1 = 29172.429/35 m2 = 833 ECSProposed parking in basement-1 = 683 ECS Area of Basement-2 = 36521.42 m2

Area proposed for parking in Basement-2 = 28559.737 m2

Parking Capacity of Basement-2 = 28559.737/35 m2 = 816 ECSProposed parking in basement-2 = 674 ECS Total Proposed Parking =77 + 683 + 674 = 1434 ECS

Hence, adequate space for 1434 ECS will be provided within the project premises.

26

PARKING-3(27-50)

PAR

KIN

G-4

(51-77)

PARKING-1

(1-7)

PA

RK

ING

-2(8

-26)

BUS PARKING(1-15)

Required Parking:

Required parking for main unit @ 1.5 ECS/DU = 724 × 1.5 =1086 ECS

Required parking for EWS @ 5% of total required parking = 1086 × 5 % = 54.3 say 55 ECS

Required parking for Visitors @ 20% of total required parking = 1141 × 20 % = 228.2 say 228 ECS

Total required parking = 1086 + 55 + 228 = 1369 ECS

Proposed Parking:

Area proposed for parking on surface = 1933.642 m2

Area required for parking per ECS = 25 m2

Proposed surface parking = 1933.642/25 = 77.3 ECS Say 77 ECS

Area of Basement-1 = 37374.81 m2

Area proposed for parking in Basement-1 = 29172.429 m2

Parking Capacity of Basement-1 = 29172.429/35 m2 = 833 ECS

Proposed parking in basement-1 = 683 ECS

Area of Basement-2 = 36521.42 m2

Area proposed for parking in Basement-2 = 28559.737 m2

Parking Capacity of Basement-2 = 28559.737/35 m2 = 816 ECS

Proposed parking in basement-2 = 674 ECS

Total Proposed Parking =77 + 683 + 674 = 1434 ECS

OPEN PARKING AND TRAFFIC CIRCULATION PLAN

POWER REQUIREMENT

Total Power Requirement : 5380 KW (6725 KVA)

Source of Power : Dakshin Haryana Bijli Vitran Nigam

Power back up : 42 DG sets of 10820 KVA (41×260 + 1×160 KVA)

Fuel used in DG sets : Ultra Low Sulphur Diesel

27

DG set Capacity for Power Backup During Power Failure (KVA)

Stack Height from Roof Level(m)

260 3.2 m

160 2.5 m

28

SOLID WASTE MANAGEMENT

Result

LAB REPORT- WATER QUALITY

• pH : 7.56

• Total Hardness : 320.50mg/l

• Iron : 0.25 mg/l

• Chloride : 68.50 mg/l

• TDS : 415.36 mg/l

• Calcium : 90.50 mg/l

• Magnesium : 23.01 mg/l

• Alkalinity : 232.42 mg/l

30

Parameters of Water

31

LAB REPORTS- AMBIENT AIR QUALITY

Sampling Location

Concentration of PM2.5

(μg/m3)

Result Result Limit

Adjacent to D Tower 33.54 34.71 60

Results of PM2.5 adjacent to D Tower of the project site

Sampling Location

Concentration of PM 10

(μg/m3)

Result Result Limit

Adjacent to D Tower 80.46 82.35 100

Results of PM10 adjacent to D Tower of the project site

Sampling Location

Concentration of SO2

(μg/m3)

Result Result Limit

Adjacent to D Tower 12.41 13.25 80

Results of SO2 adjacent to D Tower of the project site

Sampling Location

Concentration of NO2

(μg/m3)

Result

(05.06.2012 to

06.06.2012)

Result

(06.06.2012 to

07.06.2012)

Limit

Adjacent to D Tower 25.62 26.83 80

Results of NO2 adjacent to D Tower of the project site

LAB REPORT- AMBIENT NOISE

34

S. No. Parameters

Test Result dB (A)

Day Time(6:00 am to 10:00 pm)

Night Time (10:00 pm to

06:00 am)

1. Leq 51.60 44.75

2. Lmin 46.70 41.50

3. Lmax 57.50 50.40

Noise Level Monitoring

LAB REPORT- SOIL QUALITY

• Organic matter: 0.75 %

• Density :1.32 gm/cc

• pH : 8.4

• Electrical Conductivity : 275 µs/cm

• Calcium : 1.45 mg/kg.

Present status of the Project

• The case was done with SEAC and ToR is granted.

• EIA will be submitted on 1 July in SEAC.

Significance of the project