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Preparation of Application for 
Environmental Clearance of 
Construction Project 
Submitted By: Priyanka Singh 
M. Tech(EV...
CONTENTS 
• Objective 
• Introduction 
• Methodology 
• Case study 
• Result 
• Present Status 
• Significance of the proj...
OBJECTIVE 
The main objective of this project is to prepare the proposal 
of construction project for Environmental Cleara...
INTRODUCTION 
Serial 
No. Sector 
Category 
Amendment 
in EIA 
notification 
Amendment 
in EIA 
notification 
Dated 
22/08...
Stages of EC process 
• Screening 
• Scoping 
• Appraisal
Methodology for Environmental Clearance
Provide the checklist of construction projects to the client 
Data will be provided by the client as per checklist 
Drawin...
Case Study
PROJECT DETAIL 
S. No. Particulars Details 
1. Name of the Project 
Vatika Urban Expression 
M/s Vatika Ltd. 
2. Activitie...
13. Maximum Height 97.78 meters 
14. Estimated Population 6329 persons 
15. Total Water Requirement 
Total Water Requireme...
TOPOMAP SHOWING 500 M RADIUS OF THE AREA 
11 
S. No. Particulars Distance Direction 
Hospitals 
1. Shri Balaji Hospital & ...
PROJECT SITE ON MASTER PLAN 
12 
PROJECT SITE 
Nearest Highway NH-8 5 Km, South-East 
Nearest Airport IGI Airport 16 Km, N...
Prospective View
DOCUMENTS REQUIRED FOR SUBMISSION 
OF ENVIRONMENT CLEARANCE 
S.No 
. Documents 
1. Form I 
2. Form I A Under the scope of ...
APPROVAL STATUS 
License from DTCP Granted on 26/10/2013 valid up to 25/10/2017 
Zoning Plan Approved on 28/10/2013 
NOC f...
APPROVED ZONING PLAN
SITE PHOTOGRAPHS SHOWING THAT NO 
CONSTRUCTION ACTIVITY IS TAKEN IN THE PROJECT 
SITE
POPULATION CALCULATION 
S. No. Unit Type 
Dwelling 
Unit/Area 
Total Population 
1. Residential Apartment @ 5 724 3620 
2....
CALCULATION OF DAILY WATER DEMAND 
S. 
No. 
Particulars Occupancy 
Rate of 
water 
demand 
Water Requirement (KLD) 
Domest...
WATER BALANCE DIAGRAM 
Total Water Requirement 
(719 KLD) 
Fresh Water Requirement 
(425 KLD) 
Recycled/Treated Water 
(29...
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 ...
23 
Taking 15 minutes retention time, total volume of storm water = 1370.13 × 0.25 = 423.51 m3 
Taking the effective diame...
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
PARKING CALCULATION 
25 
VEHICLE PARKING FACILITIES 
Required Parking: 
Required parking for main unit @ 1.5 ECS/DU = 724 ...
26 
OPEN PARKING AND TRAFFIC CIRCULATION PLAN 
PARKING-3 
(27-50) 
PARKING-4 
(51-77) (1-PARKING-7) 
1 
PARKING-2 
(8-26) ...
POWER REQUIREMENT 
Total Power Requirement : 5380 KW (6725 KVA) 
Source of Power : Dakshin Haryana Bijli Vitran Nigam 
Pow...
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 ...
31 
LAB REPORTS- AMBIENT AIR QUALITY
Results of PM2.5 adjacent to D Tower of the project site 
Sampling Location 
Concentration of PM2.5 
(μg/m3) 
Result Resul...
Results of SO2 adjacent to D Tower of the project site 
Sampling Location 
Concentration of SO2 
(μg/m3) 
Result Result Li...
LAB REPORT- AMBIENT NOISE 
34 
Noise Level Monitoring 
S. No. Parameters 
Test Result dB (A) 
Day Time 
(6:00 am to 
10:00...
LAB REPORT- SOIL QUALITY 
• Organic matter: 0.75 % 
• Density :1.32 gm/cc 
• pH : 8.4 
• Electrical Conductivity : 275 
μs...
Present status of the Project 
• The case was done with SEAC and ToR is 
granted. 
• EIA will be submitted on 1 July in SE...
Significance of the project
Environmental Impact Assessment( EIA)
Environmental Impact Assessment( EIA)
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Environmental Impact Assessment( EIA)

  1. 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. 2. CONTENTS • Objective • Introduction • Methodology • Case study • Result • Present Status • Significance of the project
  3. 3. OBJECTIVE The main objective of this project is to prepare the proposal of construction project for Environmental Clearance .
  4. 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. 5. Stages of EC process • Screening • Scoping • Appraisal
  6. 6. Methodology for Environmental Clearance
  7. 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. 8. Case Study
  9. 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. 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. 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. 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. 13. Prospective View
  14. 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. 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. 16. APPROVED ZONING PLAN
  17. 17. SITE PHOTOGRAPHS SHOWING THAT NO CONSTRUCTION ACTIVITY IS TAKEN IN THE PROJECT SITE
  18. 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. 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. 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. 21. DUAL PLUMBING PLAN Treated water Line Wastewater Line Fresh Water Line STP
  22. 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. 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. 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. 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. 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. 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. 28 SOLID WASTE MANAGEMENT
  29. 29. Result
  30. 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. 31 LAB REPORTS- AMBIENT AIR QUALITY
  32. 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. 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. 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. 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. 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. 37. Significance of the project

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