Environmental Impact Assessment( EIA)

1. 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

2. CONTENTS
• Objective
• Introduction
• Methodology
• Case study
• Result
• Present Status
• Significance of the project

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

4. INTRODUCTION
Serial
No. Sector
Category
Amendment
in EIA
notification
Amendment
in EIA
notification
Dated
22/08/2013
Amendment
in EIA
notification
Dated
Feb 2014
A 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

5. Stages of EC process
• Screening
• Scoping
• Appraisal

6. Methodology for Environmental Clearance

7. Provide the checklist of construction projects to the client
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
Daily Water Requirement (Domestic + Flushing)
Capacity of STP
Rainwater Harvesting
Vehicle parking
Total solid waste
Green area
Fill details in FORM 1 and FORM IA and then prepare conceptual plan
Presentation before SEAC
Recommended Not Recommended
SEIAA
EC Granted EC Not Granted

8. Case Study

9. PROJECT DETAIL
S. No. Particulars Details
1. Name of the Project
Vatika 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

10. 13. Maximum Height 97.78 meters
14. Estimated Population 6329 persons
15. Total Water Requirement
Total Water Requirement: 719 KLD
Fresh 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 Up
42 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

11. TOPOMAP SHOWING 500 M RADIUS OF THE AREA
11
S. No. Particulars Distance Direction
Hospitals
1. Shri Balaji Hospital & Trauma
Center
2.0 km SE
2. Yash Nursing Home 2.0 km West
Schools
1. Government Senior Secondary
School
2 km West
PROJECT
SITE
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

12. PROJECT SITE ON MASTER PLAN
12
PROJECT SITE
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

13. Prospective View

14. DOCUMENTS REQUIRED FOR SUBMISSION
OF ENVIRONMENT CLEARANCE
S.No
. Documents
1. Form I
2. Form I A Under the scope of Environment Consultant
3. Conceptual Plan
4. Annexure Under the scope of project proponent and
project Architect

15. 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

16. APPROVED ZONING PLAN

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

18. POPULATION CALCULATION
S. No. Unit Type
Dwelling
Unit/Area
Total 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

19. 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)
Total
420.21
243.88
719.19

20. WATER BALANCE DIAGRAM
Total Water Requirement
(719 KLD)
Fresh Water Requirement
(425 KLD)
Recycled/Treated Water
(294 KLD)
@ 80% @ 100%
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)
Total wastewater
generated
(580 KLD)
STP
(700 KLD)
@ 90%
Recycled/Treated water
(522 KLD)
Water Tanker
(228 KLD)
More than 20% of wastewater
generated
Swimming Pool
(5 KLD)

21. DUAL PLUMBING PLAN
Treated
water Line
Wastewater
Line
Fresh
Water Line
STP

22. 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. Particulars Catchment 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. 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. 24
RAIN WATER HARVESTING PLAN
RWH-6 RWH-4 RWH-3
RWH-14 RWH-15 RWH-16 RWH-17
RWH-5 RWH-2 RWH-1
RWH-18

25. PARKING CALCULATION
25
VEHICLE PARKING FACILITIES
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
Hence, adequate space for 1434 ECS will be provided within the project premises.

26. 26
OPEN PARKING AND TRAFFIC CIRCULATION PLAN
PARKING-3
(27-50)
PARKING-4
(51-77) (1-PARKING-7)
1
PARKING-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

27. 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. 28
SOLID WASTE MANAGEMENT

29. Result

30. 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. 31
LAB REPORTS- AMBIENT AIR QUALITY

32. Results of PM2.5 adjacent to D Tower of the project site
Sampling Location
Concentration of PM2.5
(μg/m3)
Result Result Limit
Adjacent to D Tower 33.54 34.71 60
Sampling Location
Results of PM10 adjacent to D Tower of the project site
Concentration of PM 10
(μg/m3)
Result Result Limit
Adjacent to D Tower 80.46 82.35 100

33. Results of SO2 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
Sampling Location
Results of NO2 adjacent to D Tower of the project site
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

34. LAB REPORT- AMBIENT NOISE
34
Noise Level Monitoring
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

35. 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.

36. Present status of the Project
• The case was done with SEAC and ToR is
granted.
• EIA will be submitted on 1 July in SEAC.

37. Significance of the project