expansion of residential plotted colony m/s eldeco...

Expansion of Residential Plotted Colony

M/s Eldeco Infrastructure And Properties Ltd

At sector 40&19A

Panipat, Haryana CONCEPTUAL PLAN

Prepared by: Vardan Environet, Gurugram 1

INTRODUCTION

The Expansion of Residential Plotted Colony is to be developed by M/s. Eldeco

Infrastructure & Properties Ltd. This project having key personals, which have vast

experience in planning and construction of Residential & Commercial projects. This project

is located at Sector– 40& 19 A, District Panipat, Haryana has already received

Environmental clearance vide Letter No. SEIAA/HR/2013/659, dated 4th

September, 2013

on plot area of 490122.1 sq.m (or 121.112 acres) having the built up area of 335229.15

sq.m. (Existing area of Phase-I is 157894.5 sq.m + Expansion area of Phase-II is 177335

sq.m). Now, the project though under development has undergone modification and an

increment of plot area to 118068.96 sq.m (29.175 acres) thereby increasing the total plot

area upto 608190.8 sq.m (150.287 acres) having the built up area of 488643.008875 m2

which seeks consideration for EC.

To enhance the surrounding with greenery, landscaping and recommended

aesthetics.

To adopt the practice of afforestation and rain water harvesting to create a better

micro climate in the area.

To provide the good infrastructure and amenities for the good social life.

SITE LOCATION AND SURROUNDINGS

The site of Plotted project is located at Sector 40 & 19A, District- Panipat, Haryana.

The Co-ordinates of the project site are:-

Latitude: 29°26'55.74"N

Longitude: 76°58'46.35"E



At sector 40&19A



Figure 1- Google Image showing Project Site

CONNECTIVITY

The nearest highway is NH-1 which is 0.26 km away from project site. The nearest railway

stations are Panipat Junction railway station and Baburpur Railway Station, about 3.05 km

and 3.68 away from the project site respectively. The nearest airport is Indira Gandhi

International Airport, at 95.69 km from the project site.

PROJECT SITE SURROUNDING INFRASTRUCTURE

Nearby Hospital:

Civil Hospital : 1.42 Km

Prem Hospital : 1.93 Km

Nearby School:

Government High School : 1.23 Km

Victor Public School : 1.21 Km

Nearby Places of Worship:

Devi Mandir : 1.92 Km



At sector 40&19A



Nearby Water Body:

Yamuna River : 13.86 Km

Nearby Protected Forest / Park:

Tau devi Lal Park : 0.89 Km

Maulana Altaf Hussai Hali Park : 2.04 Km

Narain Singh Park : 2.51 Km

Nearby Densely Populated Area:

Kabri Village: 3.13 Km

PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT

The proposed project is the Expansion of Residential Plotted Colony which comprises of

activities like Residential Plots along with EWS Plots & Commercial building. The existing

plot area is 490122.1 sq.m (or 121.112 acres) having the built up area of 335229.15 sq.m.

as per earlier EC granted and 384482.26 sq.m after modification. Now, the project though

under development has undergone modification and an increment of plot area to 118068.96

sq.m (29.175 acres). Hence, the total plot area after expansion will be 608190.8 sq.m

(150.287 acres) & built up area of sq.m. shall be 488643.00875 sq.m.

The detailed Area Statement is provided below in Table 1.



At sector 40&19A



Table 1: Area Statement

S.No. Types Area(m2) No. of Plots Area(m2)

No. of

plots in

phase 3

No. of

plots in

phase 2

FAR @1.45

upto 209

sq.m.

FAR @1

210-300

sq.m.

FAR @ .95

301-420

sq.m.

FAR @ .85

above 420

sq.m.

TOTAL

FAR

FAR

Additional

FAR

Existing Total far

1 A(NPNL) 168.75 160 (38 in Add. Area) 27000 38 122 244.69 244.69 9298.125 29851.875 39150

2 A1(NPNL) 180 24 4320 24 261.00 261.00 0 6264 6264

3 A2(NPNL) 199.405 30 5982.15 30 289.14 289.14 0 8674.1175 8674.1175

4 A3 209 289 (51 in Add. Area) 60401 51 238 303.05 303.05 15455.55 72125.9 87581.45

5 A3A(NPNL) 213.655 11 2350.205 11 303.05 4.65 307.71 0 3384.755 3384.755

6 A3B 324.78 (1 in Add. Area) 324.78 1 303.05 91.00 23.54 417.59 417.591 0 417.591

7 A3C 215 (3 in Add. Area) 645 3 303.05 6.00 309.05 927.15 0 927.15

8 A3D 209.625 (1 in Add. Area) 209.625 1 303.05 0.63 303.68 303.675 0 303.675

9 A4 225.625 10 2256.25 10 303.05 16.63 319.68 0 3196.75 3196.75

10 A5(NPNL) 210 12 2520 12 303.05 1.00 304.05 0 3648.6 3648.6

11 A6 230 42 9660 42 303.05 21.00 324.05 0 13610.1 13610.1

12 A6a 230 (14 in Add. Area) 3220 14 303.05 21.00 324.05 4536.7 0 4536.7

13 A6b 268.6 (4 in Add. Area) 1074.4 4 303.05 59.60 362.65 1450.6 0 1450.6

14 A7 243.9125 18 (10 in add. Area) 2439.125 10 8 303.05 34.91 337.96 3379.625 2703.7 6083.325

15 A8 238.5 10 2385 10 303.05 29.50 332.55 0 3325.5 3325.5

16 A9(NPNL) 220.44 14 3086.16 14 303.05 11.44 314.49 0 4402.86 4402.86

17 A10 258.5 12 3102 12 303.05 49.50 352.55 0 4230.6 4230.6

18 A11 229.95 8 1839.6 8 303.05 20.95 324.00 0 2592 2592

19 A12(NPNL) 213.963 8 1711.704 8 303.05 4.96 308.01 0 2464.104 2464.104

20 A13 239.58

8 (4 plots in Add.

Applied Area) 1916.64 4 4 303.05 30.58 333.63 1334.52 1334.52 2669.04

21 A14(NPNL) 208.0518 6 1248.3108 6 301.68 301.68 0 1810.05066 1810.05066



At sector 40&19A



22 A15(NPNL) 199.592 26 5189.392 26 289.41 289.41 0 7524.6184 7524.6184

23 A16(NPNL) 176.4 25 (4 in Add. Area) 4410 4 21 255.78 255.78 1023.12 5371.38 6394.5

24 A17 302.8125 (4 in Add. Area) 1211.25 4 303.05 91.00 2.67 396.72 1586.8875 0 1586.8875

25 A18 325.65 5 1628.25 5 303.05 91.00 24.37 418.42 0 2092.0875 2092.0875

26 A20(NPNL) 184.5 17 (3 in Add. Area) 3136.5 3 14 267.53 267.53 802.575 3745.35 4547.925

27 A21(NPNL) 192.2736 14 2691.8304 14 278.80 278.80 0 3903.15408 3903.15408

28 B 300 56 (27 in Add. Area) 16800 27 29 303.05 91.00 0.00 394.05 10639.35 11427.45 22066.8

29 Ba 282.75 2(1 in Add. Area) 565.5 1 1 303.05 73.75 376.80 376.8 376.8 753.6

30 Bb 463.5816 (2 in Add. Area) 927.1632 2 303.05 91.00 114.00 37.04 545.09 1090.18872 0 1090.18872

31 B1 301.9528 29 8756.6312 29 303.05 91.00 1.86 395.91 0 11481.24964 11481.24964

32 B1a 286.86 1 286.86 1 303.05 77.86 380.91 0 380.91 380.91

33 B2 364.98 13 4744.74 13 303.05 91.00 61.73 455.78 0 5925.153 5925.153

34 B3 273.375 1 273.375 1 303.05 64.38 367.43 0 367.425 367.425

35 B4 354.75 (4 in Add. Area) 1419 4 303.05 91.00 52.01 446.06 1784.25 0 1784.25

36 B5 320.4243 (6 in Add. Area) 1922.5458 6 303.05 91.00 19.40 413.45 2480.71851 0 2480.71851

37 B6 289.75 (18 in Add. Area) 5215.5 18 303.05 80.75 383.80 6908.4 0 6908.4

38 B7 253.5125 (9 in Add. Area)) 2281.6125 9 303.05 44.51 347.56 3128.0625 0 3128.0625

39 C 416.7 56 (13 in Add. Area) 5417.1 13 43 303.05 207.70 110.87 621.62 8080.995 26729.445 34810.44

40 C1 343.077 12 4116.924 12 303.05 91.00 40.92 434.97 0 5219.6778 5219.6778

41 C1a 298.24 1 298.24 1 303.05 89.24 392.29 0 392.29 392.29

42 C1b 302.28 1 302.28 1 303.05 91.00 2.17 396.22 0 396.216 396.216

43 C2 356.5328 6 2139.1968 6 303.05 91.00 53.71 447.76 0 2686.53696 2686.53696

44 C3 427.5 14 (10 in Add. Area) 4275 10 4 303.05 91.00 114.00 6.38 514.43 5144.25 2057.7 7201.95

45 C4 330 1 330 1 303.05 91.00 28.50 422.55 0 422.55 422.55



At sector 40&19A



46 D 418.2 48 20073.6 48 303.05 91.00 112.29 506.34 0 24304.32 24304.32

47 D1 304.6876 18 5484.3768 18 303.05 91.00 4.45 398.50 0 7173.05796 7173.05796

48 E 464 4 1856 4 303.05 91.00 114.00 37.40 545.45 0 2181.8 2181.8

49 E1 377.2176 (3 in Add. Area) 1131.6528 3 303.05 91.00 73.36 467.41 1402.22016 0 1402.22016

50 E2 332.92 (16 in add. Area) 1997.52 16 303.05 91.00 31.27 425.32 6805.184 0 6805.184

51 F 417.956 22 9195.032 22 303.05 91.00 112.06 506.11 0 11134.3804 11134.3804

52 F1 557.3568 9 5016.2112 9 303.05 91.00 114.00 116.75 624.80 0 5623.22952 5623.22952

Total 260785.2335 246 882

88356.53739 304536.2134 392892.7508

1 EWS-1 50 233 (61 in Add. Area) 11650 61 172 72.5 72.50 4422.5 12470 16892.5

2 EWS-2 50 36 1800 36 72.5 72.50 2610 2610

3 EWS-3 50.02 9 450.2 9 72.529 72.53 652.761 652.761

4 EWS-4 69.54 1 69.5 1 100.833 100.83 100.833 100.833

5 EWS-5 54.83 1 54.8 1 79.5035 79.50 79.5035 79.5035

6 EWS-6 65.43 1 65.4 1 94.8735 94.87 94.8735 94.8735

7 EWS-7 73.15 1 73.2 1 106.0675 106.07 106.0675 106.0675

8 EWS-8 96.74 (1 in Add. Area) 96.7 1 140.273 140.27 140.273 140.273

Total 14259.8 62 221

4562.773 16114.0385 20676.8115

1

Nursing

Home .. ..

4537.1 4537.1 1300 3237.1

4537.1

2 Commercial

Area .. ..

15315.519 16081.29495 1013.899 15067.395

16081.29495

3 Creche .. .. 1821.085 1821.085 1011.714 809.371 1821.085

4

Nursery

School .. ..

3237.485 3237.485

809.371 2428.114 3237.485

5

Primary

School .. ..

8093.713 8093.713

8093.71 8093.713



At sector 40&19A



6 High School .. .. 20234.28 20234.28 20234.28 20234.28

7

Club/ Community

Centre .. ..

9348.238

9348.238

1254.528 8093.71 9348.238

8

Religious

Building .. ..

809.3713 809.3713

809.371 809.3713

9 Dispensary .. .. 5058.571 5058.571 5058.571 5058.571

10 Taxi Stand .. .. 2023.428 2023.428 2023.428 2023.428

Total 70478.7903

16081.29495 55163.2713

7412.94 63831.622 71244.56625

Sum of all Types (Total) 345523.8238 308 1103

100332.2504 384481.874 484814.129

Non F.A.R Area

Basement in

Commercial

Building

3828.87975

Total Built Up Area ( F.A.R + Non F.A.R) 488643.00875

Table 2: Brief Summary of Total Built Up Area (Existing & Proposed Expansion)

S.No. Description Existing BUA (m2) Expansion BUA (m

2) Total BUA (m

2)

A Amenities

1 Creche 809.371 1011.714 1821.085

2 Nursery School 2428.114 809.371 3237.485

3 Primary School 8093.713 8093.713

4 High school 20234.28 20234.28

5 Club/Community Centre 8093.71 1254.528 9348.238

6 Religious Building 809.3713 809.3713



At sector 40&19A



7 Dispensary 5058.571 5058.571

8 Taxi Stand 2023.428 2023.428

9 Nursing Home 3237.1 1299.615 4537.1

TOTAL 48764.6213 6398.656 55163.2713

B Commercial 15067.395 1013.899 16081.29495

C EWS –( 1 to 8 ) 16114.0385 4562.773 20676.8115

D Residential Plots 304536.2134 88356.53739 392892.7508

E Basement in Commercial

Building 3828.87975

Total BUA (A+B+C+D+E) 384482.26 100331.858 488643.00875

POPULATION DENSITY

The Total population of the project will be 25478 Person (including existing population of 20784 and expansion population of 4694). During

construction phase, 200-250 number of labour will be engaged.

The detailed population breakup of existing phase is given below:



At sector 40&19A



Table 3: Population Breakup of Expansion Phase

S.No. Types Area (in sq.m) No. of Units Occupancy Total Population

1 Plotted 882 13.5 11907

2 EWS Plots 221 9 1989

3 Floating Population (@10 % of total population) 1390

Commercial Facilitie

1 Commercial Population (@ 3 sq.m/person) 14349.9 4783

Shopkeepers (@ 10 % of total commercial population) 478

Visitors (@ 90 % of total commercial population) 4305

2 Nursery School, Primary School & High School including creche 31565.478 500

3 Nursing Home 3237.1 50

4 Dispensary 5058.571 15

5 Club/Community centre 8093.71 30

6 Religious Building 809.3713

Staff Lumpsum 10

Visitors Lumpsum 50

7 Maintenance Staff Lumpsum 60

Total Population of Existing Phase I & II 20784

The detailed population breakup of expansion phase is given below:



At sector 40&19A



Table 4: Population Breakup of Expansion Phase

S. No Types Area (in sq.m) No. of Units Occupancy Total Population

Block C & E

Part I (Left Side)

1 Plotted (C+E) 209 13.5 2822

2 Floating Population @ 10% of total population 282

Part II (Right Side)

1 Plotted (C+E) 37 13.5 500

2 EWS Plots 62 9 558

3 Floatings Population (@10 % of total population) 106

Commercial Facilities

1 Commercial Population (@ 3 sq.m/person) 965.619 322

Shopkeepers (@ 10 % of total commercial population) 32

Visitors (@ 90 % of total population) 290

2 Nursery School, Primary School & High School including creche 1821.085 30

3 Nursing Home 1300 20

4 Club/Community centre (@ 3 sq.m/person) 1254.528 5

5 Maintenance Staff 30

6 Taxi Stand (100 sq.m/ECS/Person) 2023.428 20

Total Population of Expansion Phase- III 4694

Total Population of Existing Phase I & II 20784

Sum of (Existing and Expansion Phase) 25478



At sector 40&19A



ESSENTIAL FACILITIES/AMENITIES

Primary School

Nursery School

High School

Creche

Dispensary

Nursing home

Club/Community Centre

Commercial Building (Including ATM- 2, Beauty Parlour -2,Clinic-2, Post office)

Religious Building

Taxi Stand

PROJECT COST

The total estimated cost of the project is Rs. 57.81 Crores (5,781 Lacs) which includes the

cost of the land as well as the developmental cost.

Table5 : Project Cost

S. No Cost Details Rs. (in Lacs) Rs. (in Crores)

a. Cost of Land 1,106 11.06

b. Building cost and External Development 4500 45

c. Plant & Machinery 175 1.75

Total cost 5,781 Lacs 57.81 Crores

WATER REQUIREMENT

The water requirement for proposed Residential plotted colony will be met from

HUDA supply within the area. So no ground water will be abstracted. Total water

requirement has been estimated as 3589.3212 KLD (2872.1877 KLD for existing colony

and 717.1335 KLD for proposed plotted colony). Total Fresh water requirement of the

Residential Plotted Colony will be 1694.682 KLD (Existing – 1336.155 KLD & Proposed-



At sector 40&19A



358.527 KLD). The calculations of daily water requirement for existing and expansion

phase are given below in Table 6, 7, 8, 9 & 10.

Table 6: Calculations for Daily Water Demand for Existing Project

S. No. Description Details (in KLD)

A Total Water Requirement 2872.1877 KLD

B Domestic water requirement 1336.155 KLD

C Flushing water requirement 676.665 KLD

D Waste Water generated 1745.589 KLD

E Water required for Green Area 859.36 KLD

F STP Capacity 2095 KLD



At sector 40&19A



Table 7: Calculations for Daily Water Demand for Existing Project

S.No Types Area

(in sq.m)

No. of

Units Occupancy

Total

Population

Unit water

Consumption

Total Water

Required

Water required

for domestic use

Flushing

Water

Total

Waste

water

1 Plotted

882 13.5 11907 135 1607.445 1071.63 535.815 1393.119

2 EWS Plots

221 9 1989 135 268.515 179.01 89.505 232.713

3 Floating Population @

10% of total population 1390 15 20.85 12.51 8.34 18.348


Commercial Population

(@ 3 sq.m/person) 14349.9

4 Shopkeepers (@ 10 % of

total population) 478 45 21.51 14.34 7.17 18.642

5 Visitors (@ 90 % of total

population) 4305 15 64.575 38.745 25.83 56.826

6 Club/Community centre 8093.71

30 30 0.9 0.63 0.27 0.774

7 Nursing Home 3237.1

50 45 2.25 1.5 0.75 1.95

8 Dispensary 5058.571

15 45 0.675 0.45 0.225 0.585

9

Nursery School, Primary

School & High School

including crèche

31565.478

500 45 22.5 15 7.5 19.5

10 Religious Building

Population 809.371

60 15 0.9 0.54 0.36 0.792

11 Maintenance Staff

60 45 2.7 1.8 0.9 2.34

12 Landscape Area 171873.54

5 859.36

Total water consumption of Existing Phase (I & II)

20784

2872.1877 1336.155 676.665 1745.589



At sector 40&19A



Table 8: Calculations for Daily Water Demand for Expansion Project

Table 9: Calculations for Daily Water Demand for Expansion Project

S. No. Description Details (in KLD)

A Total Water Requirement 717.1335 KLD

B Domestic water requirement 358.527 KLD

C Flushing water requirement 180.333 KLD

D Waste Water generated 467.1546 KLD

E Water required for Green Area 178.27 KLD

F STP Capacity 560 KLD

S.No Types Area

(in sq.m)

No. of

Units Occupancy

Total

Population

Unit water

Consumption

Total Water

Required

Water

required for

domestic use

Flushing

Water

Total Waste

water

Part I (Left Side)

1 Plotted (C+E)

209 13.5 2822 135 380.97 253.98 126.99 330.174

2 Floating Population @ 10%

of total population 282 15 4.23 2.538 1.692 3.7224

3 Maintenance Staff

15 45 0.675 0.45 0.225 0.585

Part II (Right Side)



At sector 40&19A



*NOTE- Treated water will be used for Filter back wash whenever required.

4 Plotted (C+E)

37 13.5 500 135 67.5 45 22.5 58.5

5 EWS Plots

62 9 558 135 75.33 50.22 25.11 65.286

6 Floatings Population (@10

% of total population) 106 15 1.59 0.954 0.636 1.3992


Commercial Population

(@ 3 sq.m/person) 965.619

7 Shopkeepers (@ 10 % of

total population) 32 45 1.44 0.96 0.48 1.248

8 Visitors (@ 90 % of total

population) 290 15 4.35 2.61 1.74 3.828

9 Club/Community centre 1254.528

5 30 0.15 0.105 0.045 0.129

10 Nursing Home 1300

20 15 0.3 0.18 0.12 0.264

11

Nursery School, Primary

School & High School

including crèche

1821.085

30 45 1.35 0.9 0.45 1.17

12 Maintenance Staff

15 45 0.675 0.45 0.225 0.585

13 Taxi Stand (100 sq.m/ ECS/

Person) 2023.428

20 15 0.3 0.18 0.12 0.264

14 Landscape Area 35654.7

5 178.2735

Total water consumption of Expansion Phase- III

4694

717.1335 358.527 180.333 467.1546

Total water consumption of Existing Phase I & II

20784

2872.1877 1336.155 676.665 1745.589

Sum of (Existing and Expansion Phase)

25478

3589.3212 1694.682 856.998 2212.7436



At sector 40&19A



Table 10: Calculations for Daily Water Demand for Project (Existing & Expansion)

S.No Description (Existing)

(KLD)

Expansion

(KLD)

Total (Existing &

Expansion)

(KLD)

1. Total water demand 2872.1877 717.1335 3589.3212

2. Domestic Water Requirement 1336.155 385.527 1694.682

3. Flushing Water Requirement 676.665 180.333 856.998

4. Landscape Area development 859.36 178.27 178.27

5. Waste Water generation 1745.589 467.1546 2212.7436

6. STP Capacity 2095 560 2655 (Says 2660)

The water balance diagram for Total (Existing + Expansion) of Residential Plotted Colony is

shown below in Figure 3 and 4:



At sector 40&19A



Figure 3 : Water Balance Diagram for Summer Season



At sector 40&19A



Figure-4 : Water Balance Diagram for Winter Season



At sector 40&19A



Waste Water Generation & Treatment

The wastewater will be treated through proposed Sewage Treatment Plant having the

capacity of 2660 KLD provided within the project premises. Approximately 1770.192 KLD

of recycled water will be obtained from proposed Sewage Treatment Plant which will be

used for flushing and green area but 734 KLD during summer season and 824 KLD during

winter season will become surplus which will be used for nearby construction site.

Table 11-: Details of Waste Water Generation of Existing and Expansion Phase

Details of Existing and Expansion Phase Water (KLD)

Water requirement for domestic purpose 1694.682

Wastewater generated from domestic use (@ 80% of domestic water requirement) 1355.74

Water requirement for Flushing Purpose 856.998

Wastewater generated from Flushing (@ 100% of flushing requirement) 856.998

Total wastewater generated 2212.74

SEWAGE TREATMENT TECHNOLOGY

FBR (FLUIDIZED BED REACTOR) TECHNOLOGY

A fluidized bed reactor (FBR) is a type of reactor device that can be used to carry out a

variety of multiphase chemical reactions. In this type of reactor, a fluid (gas or liquid) is

passed through a solid granular material (usually a catalyst possibly shaped as tiny spheres)

at high enough velocities to suspend the solid and cause it to behave as though it were a

fluid.

This process, known as fluidization, imparts many important advantages to the FBR. As a

result, the fluidized bed reactor is now used in many industrial applications. Fluidized bed

reactors have been used and design for different physical and chemical process for

example, catalytic cracking, fluid transportation and drying. Due to increasing importance

of treatment of wastewater in FBR critical examinations of the parameters that possesses

the design and operation of the treatment procedure have been done on this paper. The

methodology section provides the design strategy involving hydrodynamics, thermal and

kinetic nature. Essential recommendation towards design calculation has been summarized



At sector 40&19A



in the result section.

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

the proposed 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 water. This shall consequently lead to a lower withdrawal

from the underground aquifer water sources.

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 : 2212.74 KLD

(b) Duration of flow to STP : 24 hours

(c) Temperature : Maximum 32oC

(d) pH : 7-9.5

(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 8.5

(b) B.O.D. : <5 mg/l

(c) C.O.D. : <25 mg/l

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

The proponent is proposing a sewage treatment plant with state-of-the-art membrane

separation technology called as Fluidized Bed -Reactor (FBR) which can produce very

good quality with highest possible bacterial reduction without adding any chemicals. FBR



At sector 40&19A



(Fluidized Bed Reactor) is the latest technology in wastewater treatment. FBR has many

advantages such as higher quality of treated water, smaller space for installation and easier

operation compared to conventional activated sludge process. Designed to produce high

quality treated water from wastewater the Fluidized Bed Reactor (FBR) is among the latest

technologies in biological treatment.

Process Description

Figure 5 below shows the principle of the fluidized bed reactor. The solid substrate (the

catalytic material upon which chemical species react) material in the fluidized bed reactor

is typically supported by a porous plate, known as a distributor. The fluid is then forced

through the distributor up through the solid material. At lower fluid velocities, the solids

remain in place as the fluid passes through the voids in the material. This is known as

a packed bed reactor. As the fluid velocity is increased, the reactor will reach a stage where

the force of the fluid on the solids is enough to balance the weight of the solid material.

This stage is known as incipient fluidization and occurs at this minimum fluidization

velocity. Once this minimum velocity is surpassed, the contents of the reactor bed begin to

expand and swirl around much like an agitated tank or boiling pot of water. The reactor is

now a fluidized bed. Depending on the operating conditions and properties of solid phase

various flow regimes can be observed in this reactor.

Figure 5: Schematic Diagram of STP



At sector 40&19A



Operation

Sewage from main drain line is collected through gravity pipes into a screen

chamber. This manually cleaned screen is provided to remove floating and big size

particles, which may choke the pumps and pipe lines.

Screened sewage is then passed through equalization tank to homogenize the

sewage quality and also even out flow fluctuations and feed sewage of uniform

quality at constant rate to subsequent treatment units. Air mixing is also provided to

mix the contents of the equalization tank. A coarse bubble aeration grid is provided

to distribute air uniformly at the base of the equalization tank.

After above treatment, raw sewage is fed into aeration basin.

In aeration tank, MLSS (mixed liquor suspended solids) in the range of 12000 to

15000 mg/l are maintained. The high amount of bacteria gives better and complete

removal of organic matter from the raw sewage in relatively small area. Oxygen

required for the bacteria is supplied through the blower. The air is used both for

scouring of membranes and supplying oxygen to bacteria.

The filtration is carried out by the suction pump directly sucking permeates water.

The permeate water produced is clear and devoid of bacteria and viruses to the

minimum levels.

As the membranes are continuously under operation, they are polluted with organic

or inorganic substances. Hence, chemical cleaning is carried out once in two to

three months for removing substances polluting and clogging the membranes.

Normal cleaners used are sodium hypo chloride and citric acid.

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.



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RAIN WATER HARVESTING

The storm water disposal 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 15 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.

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 Sullage would be admitted into the system. No Sullage from areas

likely to have oil, grease, or other pollutants has been connected to the system. Total



At sector 40&19A



of 15 Rain Water Harvesting pits are being proposed for artificial rain water

recharge within the project premises.

Figure 6: Typical Rain Water Harvesting Pit Design

Table 12-: Rain water Harvesting Calculation

S.No Rain water Harvesting Calculation

1 Catchment Area

a Total Roof/ Terrace Area (Below 250 sq.m plot and

facilities i.e EWS only) 3146.74

b Green Area 35654.7

c Paved/Road Area 31539.25

2 Intensity of Rainfall

a Peak Rainfall during one hour of rainfall (mm) 45



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Peak rainfall intensity during one hour of rainfall (mm) 0.045

3 Co-efficient and Factors Adopted

a Runoff coefficient for roof and terrace 0.8

b Runoff Coefficient for landscape area, garden and park 0.2

c Runoff Coefficient for Paved Area 0.75

4 Calculation for Rain water Harvesting

a Rain water harvesting potential from Roof top area 113.28264

b Rain water harvesting potential from Green area 320.8923

c Rain water harvesting potential from Paved area 1064.449688

d Total Run-off water project site 1498.624628

e Total volume of storm (15 min retention time) 374.6561569

f Diameter of recharge pit 3

g Depth of recharge pit 3.5

h Volume of 1 recharge pit 24.7275

i Number of pits required 15.1513965

Says 15 Pits

j Number of pits proposed 15

Table 13- : Rainwater Harvesting Calculation

S.No. Type of Surface Catchment's

Area (m2)

Runoff

Coefficient

Rainfall

Intensity

Discharge (Run

Off) [Q=CIA]

m3/hr

1. Roof top Area (Below

250 sq.m plot and

facilities i.e EWS only)

3146.74 0.8 45 113.28

2. Green Area 35654.7 0.2 45 320.89

3. Road & Paved Area 31539.25 0.75 45 1064.449

Total 70340.69 1498.619

Hence no. of pits required = 15 Pits

As per existing EC, the project proponent proposed to construct 11 RWH Pits for existing

phase and now for expansion phase, numbers of pits provided are 5 pits.

Hence, 15 pits are being proposed for artificial recharge.

*NOTE: We also propose 1 pit for each plot within the plot premises.



At sector 40&19A



VEHICLE PARKING FACILITIES

Adequate provision will be made for car/vehicle parking at the proposed 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.

1. For plotted development the parking shall be within the plots by the individual

plot owners.

2. For balance portion, the parking proposed is as follows:



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Table 14 : Parking details (Values in accorded EC and Expansion)

S.No. Description ECS Values in accorded

EC (Existing)

Total

Expansion (ECS) (Existing & Expansion) (ECS)

1 For Nursery School @1 ECS/100 sq.m 2428/100 = 25 ECS 809.371/100 = 8 ECS 33

2 For Primary School @1 ECS/100 sq.m 8094/100 = 81 ECS

NIL 81

3 For High School @1 ECS/100 sq.m 20234/100 = 202 ECS NIL 202

4 For Nursing Home @1 ECS/2 Bed 25/2 = 13 ECS 10/2 = 5 ECS 18

For Nursing Home Visitors @1ECS/4Beds 25/4= 6 ECS 10/4= 2ECS 8

5 For Community Center @1 ECS/50 sq.m 8094/ 50 = 162 ECS 1255/ 50 = 25 ECS 187

6 Taxi Stand @1 ECS/50 sq.m NIL 2023/50 = 41 41

Total Parking proposed 489

81 570

POWER REQUIREMENT

The power supply shall be supplied by Uttar Haryana Bijli Vitran Nigam (UHBVN). The power load for the Expansion phase would be 3630

KVA.



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Table 15: Power Requirement for Project (Existing & Expansion)

S.

No. Description Total (Existing & Expansion)

1

Total power requirement 3630 KVA

Source of Power Uttar Haryana Bijli Vitran Nigam

(UHBVN)

Cluster-I 1 - 1000 KVA

2- 1000 KVA

Cluster- II 1000 KVA

Cluster- III 630 KVA

Details of D.G Sets

There is provision of 9 DG sets (2X 380 + 5X 250 + 2X 125) for power back up for

existing phase and 1 DG sets (1 X 320) for expansion phase in the Project. The DG sets

will be equipped with acoustic enclosure to minimize noise generation and adequate stack

height for proper dispersion.

Table 16: Details of D.G Sets for Project (Existing & Expansion)

S.No Description Existing Phase Expansion

Phase

Existing +

Expansion

1 Power back-up 2260 KVA (2x380 + 5x250 + 2x125) (1 X 320) KVA 2580 KVA

ENERGY EFFICIENCY FOR LIGHTING AND VENTILATION

M/s. Eldeco Infrastructure & Properties Ltd will ensure use of energy efficient lighting

and ventilation. This will be done by incorporating modern architectural designs and

techniques. Energy efficient building orientation would be taken into account while

constructing buildings. Design approaches will be considered to shut out excess heat such

as using solar shade screens, roof overhangs, lawnings, trees and other landscaping.



At sector 40&19A



Solid Waste

Construction

Waste Food Waste

Construction waste,

Broken Bricks,

Waste Plaster

Empty Cement Bags,

Containers

etc.

Used in re-filling,

raising site level

Sold to agency for

recycling

Excavated Soil

Top soil conserved for

landscaping, balance

used in re-filling

As per SWM

Rules, 2016

SOLID WASTE GENERATION

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

phase. The solid waste expected to be generated during the construction phase will

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 soil 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 of the residential plotted colony project.

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

locationsand sold to outside agency for construction of roads etc.

Figure 7: Solid Waste Management Scheme (ConstructionPhase)



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During the operation phase, waste will comprise domestic waste. The solid waste generated from the project shall be mainly domestic waste and

estimated quantity of the waste shall be approx. 9,357.15 kg per day (@ 0.45 kg per capita per day for residents & EWS & religious building

population, @ 0.15 kg per capita per day for the visitor and taxi stand population, @ 0.15 kg per capita per day for the staff members,

commercial and community population, @ 0.45 kg per bed per day for Patients (Bed). Following arrangements will be made at the site in

accordance to Solid Wastes Management Rules, 2016 and disposed through Govt. approved vendor in accordance with Bio Medical Waste

(Management & Handling) Rules, 2016.

Table 17: Solid Waste Generation (Existing & Expansion)

Table 18: Calculation of Solid Waste Generation (Expansion)

S.No Category of Solid waste Waste Generation rate Formula Total Population Waste Generated

1 Plotted Population Refuse of

C&E (Left & Right side) 0.3 to 0.6 kg/cap/day Total Population*0.45 15229 6853.05

2 EWS Refuse 0.3 to 0.6 kg/cap/day Total Population*0.45 2547 1146.15

3 Commercial Refuse 0.1 to 0.3 kg/cap/day Total Population*0.15 5105 765.75

4 Club/Community centre 0.1 to 0.3 kg/cap/day Total Population*0.15 35 5.25

S. No. Description (Existing Phase) Total (Existing + Expansion)

1 Solid waste 7,132 kg/day 9357.15 kg/day



At sector 40&19A



5 Nursing Home Refuse 1.6 kg/bed/day Total Population*0.45 70 31.5

6 Dispensary Refuse 1.6 kg/bed/day Total Population*0.45 15 6.75

7 Nursery School Refuse 0.3 to 0.6 kg/cap/day Total Population*0.45 530 238.5

8 Maintenance Staff Refuse 0.1 to 0.3 kg/cap/day Total Population*0.15 90 13.5

9 Religious Building Refuse 0.3 to 0.6 kg/cap/day Total Population*0.45 60 27

10 Floating Population Refuse 0.1 to 0.3 kg/cap/day Total Population*0.15 1778 266.7

11 Taxi Stand Refuse 0.1 to 0.3 kg/cap/day Total Population*0.15 20 3

25478 9357.15 kg/day

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development,

(Government of India, May 2000))

Table 19: Calculation of Bio-Medical Waste

Description Per Capita Generation (kg/day) Quantity of Solid Waste Generated

(Kg/day)

Total Estimated Bio-Medical

Waste Generation

@25 % of the total waste generated

from Nursing Home

9.56 kg/day*

*As per the Bio-Medical waste Management Rules, 2016.

Following arrangements will be made at the site in accordance to Solid Wastes Management Rules, 2016.

1 Collection and Segregation of waste



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1. A door to door collection system will be provided for collection of domestic

waste in colored bins from household units.

2. Separate colored bins will be provided for dry recyclables and bio-degradable

waste.

3. For commercial waste collection, adequate number of colored bins (Green,

Blue& dark grey bins for bio-degradable and non bio-degradable respectively)

are proposed to be provided.

4. Litter bin will also be provided in open areas like parks etc.

5. Red Bins with Bio-hazard Symbol (for infectious waste) & Blue Bins with Bio-

Hazard symbol (for sharp decontamination) are provided in Nursing Homes.

2 Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be composed by organic waste converter and the

compost used as manure.

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

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

purposes.

Recyclable wastes

1. Grass Recycling – The cropped grass will be spread on the green area. It will act

as manure after decomposition.

2. Recyclable wastes like paper, plasticetc. will be sold off to recyclables.

3. Hazardous wastes such as used oil will be sold off to authorized recyclers. Buy

back arrangement will be made for batteries.

3 Disposal

Recyclable and non-recyclable wastes will be disposed through Govt. approved

agency. Hence, the Municipal Solid Waste Management will be conducted as per

the guidelines of Solid Wastes Management Rules, 2016. A Solid waste

management Scheme is depicted in the following figure for the Residential Plotted

Colony project. Bio-medical waste generated will be disposed through Govt.

approved agency in accordance with Bio Medical Waste Management Rules, 2016.



At sector 40&19A



Figure 8: Solid Waste Management Scheme (Operation Phase)

Figure 9: Hospital Care Waste Management Scheme (Operation Phase)



At sector 40&19A


Prepared By: Vardan Environet, Gurugram 34

GREEN AREA

Total green area measures 35654.7 m2 i.e. 30.1 % of the total area which will be area under

tree plantation within the residential plots and along the roads. Evergreen tall and

ornamental trees and ornamental shrubs have been proposed to be planted inside the

premises. Parks will also be developed by the management.

Plantation and landscaping

Selection of the plant species would be done on the basis of their adaptability to the existing

geographical conditions and the vegetation composition of the forest type of the region

earlier found or currently observed.

Green Belt Development Plan

The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m

size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required

for the proper nutritional balance and nourishment of the sapling. It is also recommended

that the plantation has to be taken up randomly and the landscaping aspects could be taken

into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m

height) are for the green belt. In addition creepers will be planted along the boundary wall

to enhance its insulation capacity.

Selection of Plant Species for Green Belt Development

The selection of plant species for the development depends on various factors such as

climate, elevation and soil.

List of the plants to be planted is given below in Table

Table 20 : List of Trees

S. NO. NAME OF SPECIES (SHRUBS)

Botanical Name Common Name

1 Artocarppus heterophyllus Kathal

2 Balanites roxburghii Desert - Date



At sector 40&19A




climate, elevation and soil.

Table 21-: Name Of Species (Trees)

S. NO. Botanical Name Common Name

1 Bauhinia Semla Semla

2 Albizia chinensis Siran

3 Albizia lebbeck The Siris tree

4 Cassia pumila Yellow Cassia

5 Anthocephalus chinensis Kadamba

6 Azadirachta indica Neem Tree

7 Delbergia latifolio Black wood

8 Delonix regia Gulmohar

9 Ficus benghalensis Banyan Tree

10 Ficus elastiaca Indian Rubber Tree

11 Ficus religosa Peepal Tree

12 Grevillea robusta Silky Oak

13 Jacaranda mimosaeolia Nil - Gulmohar

14 Mangifera indica Mango Tree

DETAILS OF CONSTRUCTION MATERIALS

List of building materials being used at site:

1. Coarse sand

2. Fine sand

3. Stone aggregate

4. Stone for masonry work

5. Cement

3 Bambusa arundinacia Thorny Bamboo

4 Bambusa vulgaris Golden Bamboo

5 Alstonia scholans Apocynaceae

6 Acacia catechu Khair

7 Bauhinia acuninata Kanchan

8 Callistemon citrinus Bottle brush

9 Citrus aurantium Nebu

10 Duranta repens Duranta



At sector 40&19A



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 waste water 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

Table- 22: Materials Used for Construction & Their U- Values

S.No. BUILDING MATERIAL

PROPOSED

WITH U & R VALUES

‘R’ Values

(in Sq m.

Deg C/

Watts )

‘U’ Values

(in Watts/

Sq m. Deg

C)

Solar Heat

Gain

Factor

1. Wall Brick wall (230 mm thick), both

side thick sand cement plaster (12-

18mm) with insulation.

3.50 0.28 0.21

2. Roof 200 mm RCC slab with mud

phuska & clay tiles with 75 mm

insulation.

1.25 0.80 0.56

3. Glass ( Single glazing) -- 6.8 0.79

Source: Energy Conservation Building Code, 2007



At sector 40&19A



LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper

(ii) Concrete mixer with hopper

(iii) Excavator

(iv) Concrete Batching Plant

(v) Cranes

(vi) Road roller

(vii) Bulldozer

(viii) RMC Plant

(ix) Tower Cranes

(x) Hoist

(xi) Labor Lifts

(xii) Pile Boring Machines

(xiii) Concrete pressure pumps

(xiv) Mobile transit mixer

ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy

demand and supply.

Energy conservation will be one of the main focuses during the complex planning and

operation stages. The conservation efforts would consist of the following:

Supply Energy Conservation Demand

Utilize energy-efficient diesel

genetators

Exploring the possibilities of

introducing renewable energy

Reduce consumption

Use energy efficient appliances

Create Guest Awareness

Supply Energy Conservation Demand

Utilize energy-efficient diesel

genetators

Exploring the possibilities of

introducing renewable energy

Reduce consumption

Use energy efficient appliances

Create Guest Awareness



At sector 40&19A



Architectural design

Maximum utilization of solar light will be done.

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 green areas will be spaced, so that a significant reduction in the temperature can

take place.

Energy Saving Practices

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

Behavioral Change on Consumption

Promoting resident awareness on energy conservation

Training staff on methods of energy conservation and to be vigilant to such

opportunities.

About 3% of connected load i.e. 113 KW is to be generated through solar power.

ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For the effective and consistent functioning of the complex, an Environmental Management

System (EMS) would be established at the site. The EMS would include the following:

An Environmental Management Cell

Environmental Monitoring.

Personnel Training.

Regular Environmental audits and Correction measures.

Documentation – standards operation procedures Environmental Management

Plan and other records.



At sector 40&19A



ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it is also to have a permanent

organizational set up charged with the task of ensuring its effective implementation of

mitigation measures and to conduct environmental monitoring.

Hierarchical Structure of Environmental Management Cell:

Normal activities of the EMP cell would be supervised by a dedicated person who will

report to the site manager/coordinator of the commercial Colony. The hierarchical structure

of suggested Environmental Management Cell is given in following Figure-7.

Figure 10-: Environnent Management Cell Structure

ENVIRONMENTAL MONITORING

The purpose of environmental monitoring is to evaluate the effectiveness of

implementation of Environmental Management Plan (EMP) by periodic monitoring. The

important environmental parameters within the impact area are selected so that any adverse

affects are detected and time action can be taken. The project proponent will monitor

Corporate

Environmental

Division

Site Manager

Rep from Corporate

Planning Group

Site Environmental

Coordinator

Waste water

Treatment Plant

Operator

Greenbelt

Development

Incharge



At sector 40&19A



ambient air Quality, Ground Water Quality and Quantity, and Soil Quality in accordance

with an approved monitoring schedule.

Table 23- : Suggested Monitoring Program for proposed Commercial Colony project

Monitoring Frequency of Monitoring

Air & Stack:

• Ambient Air Quality at appropriate location

for PM10,

PM2.5

, SO2,

NOx, HC

• Stack emission for point sources PM, SO2,

NOx, HC & CO

• Six monthly

• Six monthly

Water & Wastewater:

• Water Quality Monitoring for relevant

parameters of IS – 10500

• Waste Water Quality (Treated & Untreated)

for pH , TSS, Oil & Grease,

• Waste water quality pH, TSS, oil & Grease.

BOD, COD, MLSS, TKN & Phosphate.

• Six Monthly

• Daily till

stabilization of

STP.

• Weekly till one

month then

annually

Noise: - Day & Night level Noise Monitoring • Six Monthly

Soil:

• Soil Monitoring, Qualitative and quantitative

testing/analysis to check the soil fertility,

porosity, texture, water holding opacity etc.

• Six Monthly

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 would be communicated to:

Staff and Contractors: Staff must be made aware of the importance of waste segregation

and disposal, water and energy conservation. The awareness can be provided by periodic

Integrated Society meetings. They would be informed of their duties.



At sector 40&19A



Environmental Audits and Corrective Action Plans: To assess whether the implemented

EMP is adequate, periodic environmental audits will be conducted by the project

proponent’s Environmental division. These audits will be followed by Correction Action

Plan (CAP) to correct various issues identified during the audits.

ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for

each component of the environment due to the activities increased during the construction

and operational phase of the project and these are discussed in later subsections.

The EMP is generally

Prepared in accordance with the rules and requirements of the MoEF and CPCB/

SPCB

To ensure that the component of facilities are operated in accordance with the

design

A process that confirms proper operation through supervision and monitoring

A system that addresses public complaints during construction and operation of the

facilities and

A plan that ensures remedial measures is implemented immediately.

The key benefits of the EMP are that it offers means of managing its environmental

performance thereby allowing it to contribute to improved environmental quality. The other

benefit includes cost control and improved relations with the stakeholders.

EMP includes four major elements:

Commitment & Policy: The management will strive to provide and implement the

Environmental Management Plan that incorporates all issues related to air, water,

land and noise.

Planning: This includes identification of environmental impacts, legal requirements

and setting environmental objectives.



At sector 40&19A



Implementation: This comprises of resources available to the developers,

accountability of contractors, training of operational staff associated with

environmental control facilities and documentation of measures to be taken.

Measurement & Evaluation: This includes monitoring, counteractive actions and

record keeping.

It is suggested that as part of the EMP, a monitoring committee would be formed by M/s

Eldeco Infrastructure and Properties Limited comprising of the site in-charge/coordinator,

environmental group representative and project implementation team representative. The

committee’s role would be to ensure proper operation and management of the EMP

including the regulatory compliance.

The components of the environmental management plan, potential impacts arising, out of

the project and remediation measures are summarized below in Table 24-.



At sector 40&19A



Table 24- : Summary of Potential Impacts and Remedial Measures

S.

No.

Environm

ental

componen

ts

Potential

Impacts

Potential Source of Impact Controls Through EMP &

Design

Impact Evaluation Remedial Measures

1. Ground

Water

Quality

Ground Water

Contamination

Construction Phase

Waste water generated from

temporary labor tents.

No surface accumulation will

be allowed.

No significant impact

as majority of labors

would be locally

deployed

Operation Phase

Discharge from the project

Proponent will provide the

STP to treat the discharge of

Commercial Colony.

No negative impact on

ground water quality

envisaged. Not

significant.

2. Ground

Water

Quantity

Ground Water

Depletion

Construction Phase

Use of ground water for

construction activity.

Controlled use of water

during construction


on ground water

quantity envisaged.

Operation Phase

The source of water during

operation phase is HUDA Supply.

Rain water harvesting scheme.

Black and Grey water

recycling and reuse.

Storm water collection for

water harvesting.

Percolation well to be

introduced in landscape plan.

Awareness Campaign to

reduce the water consumption


on surface/ground

water quantity

envisaged.

In an unlikely event of non-

availability of water supply,

water will be brought using

tankers.



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3. Surface

Water

Quality

Surface water

contamination

Construction Phase

Surface runoff from site during

construction activity.

Silt traps and other

measures such as additional on

site diversion ditches will be

constructed to control surface

run-off during site development

No off-site impact

envisaged as no surface

water receiving body is

present in the core

zone.

Operation Phase

Discharge of domestic wastewater

to STP.

Domestic water will be

treated in STP

No off-site impact

envisaged

Excess of water will be used

for irrigation purposes outside

the project site after proper

treatment. CPCB standards for

usage of treated waste water

for irrigation purposes will be

followed.

4. Air Quality Dust Emissions Construction Phase

All heavy construction activities

Suitable control measures will

be adopted for mitigating the

PM2.5 & PM10 level in the air as

per air pollution control plan.

Not significant because

dust generation will be

temporary and will

settle fast due to dust

suppression techniques.

During construction phase the

contractors are advised to

facilitate masks for the labors.

Water sprinklers will be used

for suppression of dust during

construction phase.

Emissions of

PM2.5 & PM10,

SO2, NOx and

CO

Construction Phase

Operation of construction

equipment and vehicles during site

development.

Running D.G. set (back up)

Rapid on-site construction and

improved maintenance of

equipment

Not significant. Regular monitoring of

emissions and control

measures will be taken to

reduce the emission levels.

Operation Phase

Power generation by DG Set

during power failure

Use of low sulphur diesel if

available

Providing Footpath and

pedestrian ways within the

site for staff & visitors

Not significant

DG set would be used

as power back-up

(approx 6 hours)

Use of Personal Protective

Equipment (PPE) like

earmuffs and earplugs

during construction

activities.



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Emission from vehicular traffic in

use

Green belt will be developed

with specific species to help

to reduce PM2.5 & PM10 level

Use of equipment fitted with

silencers

Proper maintenance of

equipment

No significant increase

in ambient air quality

level is expected from

the project’s activities.

There are no sensitive

receptors located

within the vicinity of

site.

Stack height of DG set

above the tallest building

as per CPCB standards

5. Noise Environment

Operation Phase

Noise from vehicular movement

Noise from DG set operation

Green Belt Development

Development of silence

zones to check the traffic

movement

Provision of noise shields

near the heavy construction

operations and acoustic

enclosures for DG set.

Construction activity will be

limited to day time hours only

DG set rooms will be

equipped with acoustic

enclosures


due to suitable width

of Greenbelt.

6. Land

Environ

ment

Soil

contamination

Construction Phase

Disposal of construction debris

Construction debris will be

collected and suitably used on

site as per the solid waste

management plan for

construction phase

No significant impact.

Impact will be local,

as waste generated

will be reused for

filling of low lying

areas etc.



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Operation Phase

Generation of municipal solid

waste

Used oil generated from D.G. set

It is that the solid waste

generated will be managed as

per Solid Waste Management

Rules, 2016.

Collection,

segregation, transportation

and disposal will be done as

per Solid Waste Management

Rules, 2016 by the authorized

agency

Used oil generated

will be sold to authorized

recyclers

Since solid waste is

handled by the

authorized agency,

waste dumping is not

going to be allowed.

Not significant.

Negligible impact.

7. Biologic

al

Environ

ment

(Flora

and

Fauna)

Displacement

of Flora and

Fauna on site

Construction Phase

Site Development during

construction

Important species of

trees, if any, will be identified

and marked and will be

merged with landscape plan

The site has shrubs

as vegetation

Operation Phase

Increase in green covered area

Suitable green belts will be

developed as per landscaping

plan in and around the site

using local flora

Beneficial impact.

8. Socio-

Economi

c

Population

displacement

and loss of

Construction Phase

Construction activities leading to

Commercial colony zone as

per the 2021 Master Plan.

No negative impact.



At sector 40&19A



Environ

ment

income relocation

Operation Phase

Site operation

Project will provide

employment opportunities to

the local people in terms of

labor during construction and

service personnel (guards,

securities, gardeners etc)

during operations

Providing quality-

Integrated infrastructure.

Beneficial impact

9. Traffic

Pattern

Increase of

vehicular

traffic

Construction Phase

Heavy Vehicular movement

during construction

Heavy Vehicular movement

will be restricted to daytime

only and adequate parking

facility will be provided

No negative impact

Operation Phase

Traffic due to staff and visitors

once the project is operational

Vehicular movement will

be regulated inside the project

with adequate roads and

parking lots in the colony.

No major significant

impact as green belt

will be developed

which will help in

minimizing the

impact on

environment.



At sector 40&19A



EMP FOR AIR ENVIRONMENT DURING CONSTRUCTION PHASE:

To mitigate the impacts of PM10 & PM2.5 during the construction phase of the project, the

following measures are recommended for implementation:

A dust control plan

Procedural changes to construction activities

Dust Control Plan

The most cost-effective dust suppressant is water because water is easily available on

construction site. Water can be applied using water trucks, handled sprayers and automatic

sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material

in transport, especially if material is transported off-site.

Procedural Changes to Construction Activities

Idle time reduction: Construction equipment is commonly left idle while the operators are

on break or waiting for the completion of another task. Emission from idle equipment tends

to be high, since catalytic converters cools down, thus reducing the efficiency of

hydrocarbon and carbon monoxide oxidation. Existing idle control technologies comprises

of power saving mode, which automatically off the engine at preset time and reduces

emissions, without intervention from the operators.

Improved Maintenance: Significant emission reductions can be achieved through regular

equipment maintenance. Contractors will be asked to provide maintenance records for their

fleet as part of the contract bid, and at regular intervals throughout the life of the contract.

Incentive provisions will be established to encourage contractors to comply with regular

maintenance requirements.

Reduction of On-Site Construction Time: Rapid on-site construction would reduce the

duration of traffic interference and therefore, will reduce emissions from traffic delay.

EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE:

To mitigate the impacts of pollutants from DG set and vehicular traffic during the

operational phase of the Colony, following measures are recommended for implementation:

DG set emission control measures

Vehicular emission controls and alternatives



At sector 40&19A



Greenbelt development

Diesel Generator Set Emission Control Measures

Adequate stack height will be maintained to disperse the air pollutants generated from the

operation of DG set to dilute the pollutants concentration within the immediate vicinity.

Hence, no additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives

During construction, vehicles will be properly maintained to reduce emission. As it

Commercial Colony project, vehicles will be generally having “PUC” certificate.

Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided

at the site to encourage non-polluting methods of transportation.

Greenbelt Development

Increased vegetation in the form of greenbelt is one of the preferred methods to mitigate air

and noise 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 on the leaves. It also helps to

reduce the noise level at large extent. Table given in green area section indicates various

species of the greenbelt that can be used to act as a barrier.

EMP FOR NOISE ENVIRONMENT DURING CONSTRUCTION PHASE:

To mitigate the impacts of noise from construction equipment during the construction phase

on the site, the following measures are recommended for implementation.

Time of Operation: Noisy construction equipment would not be allowed to use.

Job Rotation and Hearing Protection: Workers employed in high noise areas will be

employed on shift basis. Hearing protection such as earplugs/muffs will be provided to

those working very close to the noise generating machinery.

EMP FOR NOISE ENVIRONMENT DURING OPERATION PHASE:

To mitigate the impacts of noise from diesel generator set during operational phase, the

following measures are recommended:

Adoption of Noise emission control technologies

Greenbelt development

BLUE BINS



At sector 40&19A



Noise Emission Control Technologies

It would be ensured that the manufacturer provides acoustic enclosure as an integral part

along with the diesel generators set. Further, enclosure of the services area with 4 m high

wall will reduce noise levels and ensure that noise is at a permissible limit for resident of

the site and surrounding receptors.

EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE:

Construction activity changes the natural environment. But commercial colony also creates

a built environment. The project requires the implementation of following choices

exclusively or in combination.

Restriction of construction activities to defined project areas, which are

ecologically sensitive

Restrictions on location of temporary labor tents and offices for project staff

near the project area to avoid human induced secondary additional impacts on

the flora and fauna species

Cutting, uprooting, coppicing of trees or small trees if present in and around the

project site for cooking, burning or heating purposes by the labors will be

prohibited and suitable alternatives for this purpose will be made

Along with the construction work, the peripheral green belt would be developed

with suggested native plant species, as they will grow to a full-fledged covered

at the time of completion.

EMP FOR ECOLOGICAL ENVIRONMENT DURING OPERATION PHASE:

Improvement of the current ecology of the project site will entail the following measures:

Plantation and Landscaping

Green Belt Development

Park and Avenue Plantation

The section below summarizes the techniques to be applied to achieve the above objectives:



At sector 40&19A



Plantation and landscaping

Selection of the plant species would be done on the basis of their adaptability to the existing

geographical conditions and the vegetation composition of the forest type of the region

earlier found or currently observed.

Green Belt Development Plan

The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m

size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required

for the proper nutritional balance and nourishment of the sapling. It is also recommended

that the plantation has to be taken up randomly and the landscaping aspects could be taken

into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m

height) are for the green belt. In addition creepers will be planted along the boundary wall

to enhance its insulation capacity.

Selection of Plant Species for Green Belt Development


climate, elevation and soil. The plants would exhibit the following desirable characteristics

in order to be selected for plantation

1. The species should be fast growing and providing optimum penetrability

2. The species should be wind-firm and deep rooted

3. The species should form a dense canopy

4. As far as possible, the species should be indigenous and locally available

5. Species tolerance to air pollutants like SO2 and NOx should be preferred

6. The species should be permeable to help create air turbulence and mixing within the

belt

7. There should be no large gaps for the air to spill through

8. Trees with high foliage density, leaves with larger leaf area and hairy on both the

surfaces

9. Ability to withstand conditions like inundation and drought

10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

11. Attractive appearance with good flowering and fruit bearing



At sector 40&19A



12. Bird and insect attracting tree species

13. Sustainable green cover with minimal maintenance.

Parks and Avenue Plantation

Parks and gardens maintained for recreational and ornamental purposes will not

only improve the quality of existing ecology at the project site but also will improve

the aesthetic value.

Avenue Plantation

1. Trees with colonial canopy with attractive flowering

2. Trees with branching at 7 feet and above

3. Trees with medium spreading branches to avoid obstruction to the traffic

4. Fruit trees to be avoided because children may obstruct traffic and general

movement of public.

EMP FOR SOCIO-ECONOMIC ENVIRONMENT:

The social management plan has been designed to take proactive steps and adopt best

practices, which are sensitive to the socio-cultural setting of the region. The Social

Management Plan commercial colony project focuses on the following components:

Income Generation Opportunity during Construction and Operation Phase

The project would provide employment opportunity during construction and

operation phase. There would also be a wide economic impact in terms of

generating opportunities for secondary occupation within and around the complex.

The main principles considered for employment and income generation

opportunities are out lined below:

Employment strategy will provide for preferential employment of local people

Conditions of employment would address issues like minimum wages and

medical care for the workers. Contractors would be required to abide to

employment priority towards locals and abide by the labor laws regarding

standards on employee terms and conditions.

Improved Working Environment for Employees

The project would provide safe and improved working conditions for the workers

employed at the facility during construction and operation phase. With the ambience



At sector 40&19A



and facilities provided, the complex will provide a new experience in living and

recreations. Following measures would be taken to improve the working

environment of the area:

Less use of chemicals and biological agents with hazard potential

Developing a proper interface between the work and the human resource

through a system of skill improvement

Provision of facilities for nature care and recreation e.g. indoor games facilities

Measures to reduce the incidence of work related injuries, fatalities and diseases

Maintenance and beautifications of the complex and the surrounding road.

expansion of residential plotted colony m/s eldeco...

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