enclosure 3: environment management...

Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.

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ENCLOSURE 3: ENVIRONMENT MANAGEMENT PLAN


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ENVIRONMENT MANAGEMENT PLAN

OF

ADDITION AND ALTERATION IN “MOTEL BUILDING”

At

Khasra No. 83, 84, 85, 90, 91/1-2, 100/1-2, 101 & 102,

Village- Satbari, New Delhi

Category: 8(a), Total Built-up Area- 47497.2 m2

DEVELOPER

M/s Anant Raj Limited

H-65, Connaught Circus, New Delhi-110001

PREPARED BY:

M/S PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered Vide list of accredited consultants organizations/

Rev.76 /6th May, 2019 at S.No.-119) (An ISO 9001:2008 & ISO 14001:2004 Certified Company)

5th Floor, NN Mall, Sector 3, Rohini, New Delhi-110085 Phone: +91-11-49281360


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3.1 PROJECT DETAILS The proposed project is “Addition/Alteration in Motel Building” located at Khasra No. 83,

84, 85, 90, 91/1-2, 100/1-2, 101 & 102, Village- Satbari, New Delhi. The project will be

developed by M/s Anant Raj Limited. The land was purchased by M/s Kalinga Meadows

Limited which later on merged with M/s Anant Raj Limited.

The project is an operational Motel, having built-up area 7738.262 sqm. Since, the Existing

Motel building built-up area was less than 20,000 sqm, hence it was not in preview of EIA

notification,2006. Project have valid CTO vide Consent order no. DPCC/CMC/2016/37346.

Now, alternation in existing building and addition of new block has been proposed in the

existing plot area of 29844.59 m2. After alternation and addition, built-up area of project

will increase from 7738.262 m2 to 47497.2 m2

Since the built-up area of the project is less than 1,50,000 m2. Hence, it falls under Activity 8 (a), Category ‘B’ of Schedule of EIA Notification, 2006 and its amendments.

Activities proposed in the project after addition/alteration will be the following-:

S. No. Activities Number

1. Hotel Room 129

2. Commercial Complex 1

3. Banquet Hall 3

4. Spa 1

5. Meeting Room 1

6. Restaurant 1

3.1.1 Area Details: The total plot area of the project will be 29844.59 m2 out of which, 3907.579 m2 area is reserved under Road widening. Hence, the net plot area of the project is 25937.011 m2. 10337.803 m2 shall be utilised as Ground Coverage. The total FAR Area of the project will be 26686.76 m2. The Non-FAR Area including the basement area of the project will be 20498.356 m2. Hence, the total built-up area of the project will be 47497.2 m2. Maximum number of floors will be G+3.The maximum height of the building will be 15.6 m. The total cost of the project will be Rs. 126 Crores.

Table 3: Detailed project information

Particulars Units

Details

Existing

Additional Proposed

Total after Addition

Project Cost Rs.

Crore - - 126

Plot Area m2 29844.59 - 29844.59

Area under road widening m2 3907.579 - 3907.579


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Net plot Area m2 25937.011 - 25937.011

Ground Coverage (Permissible) (40% of net plot area)

m2 10374.804

Ground Coverage (Achieved/Proposed) (39.86% of net plot area)

m2 3473.718 6864.085 10337.803

FAR AREA

FAR Permissible (1.75 of net plot area)

m2 45389.77

FAR Achieved/Proposed (A) m2 3491.88 23194.88 26686.76

Permissible commercial (20% of achieved FAR)

m2 - 5337.32 5337.32

Proposed commercial (19.99% of achieved FAR)

m2 - 4859.49 4859.49

Permissible Atrium m2 - 2593.7 2593.7

Proposed Atrium m2 - 312.1 312.1

NON-FAR AREA

Basement-1 m2 4246.382 7859.194 12105.576

Basement-2 m2 - 4252.454 4252.454

Basement-3 m2 - 4140.326 4140.326

Total Basement area –(B) m2 4246.382 16251.974 20498.356

Built-up Area (FAR + Non-FAR) (A + B)

m2 7738.262 39759.0 47497.2

Green Area (20.00 % of Net Plot Area)

m2 5187.40

No of Towers No. 1 1 2

Maximum No. of Floors No. G+1 G+3 G+3

Max. height of building No. - - 15.6

No. of Basement No. 1 3 3

SERVICE DETAILS

No. of Rooms in Hotel No. 47 82 129

No. of Banquets No. 2 1 3

Total Population No. 569 9224 9793

Total Power load kVA - - 3500 KVA

DG sets kVA 1×750 KVA, 1×500 KVA

2 x 1010 KVA 2 x 1010 KVA, 1x 750 KV & 1 x 500

KVA


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Rain water Harvesting pits No. 1 4 5

Total Water Requirement KLD 73 322 395

Fresh Water requirement KLD 40 125 165

Treated Water Reuse KLD 33 197 230

Waste Water Discharge KLD 34 208 242

Sewage Treatment Plant Capacity

KLD 35 265 300

Effluent Treatment Plant Capacity

KLD - 25 25

Total Solid Waste Generation kg/day 114 1432 1546

Parking Required ECS 58 696 754

Parking Provision ECS - - 758

3.1.2 Population Details During Construction phase-: 150 no. of labours shall be employed for the construction of

the project.

During Operation Phase-: The total population of the project after alternation/addition has

been estimated to be 9793 persons including Guests, Staff and Visitors (Motel Building,

Banquet hall, Restaurant and Commercial Building).

The population details are given in Table below-:

Table 4- Population Details

POPULATION

Particulars Unit Existing Proposed Total after

Addition/Alteration

Commercial

Staff No. 0 90 90

Visitors No. 0 720 720

Total Commercial population

No. 0 810 810

Hotel

Guest in Hotel No. 94 164 258

Staff No. 25 0 25

Visitors No. 50 50 100

Total Hotel population No. 169 214 383

Banquet Hall

Staff No. 0 100 100

Visitors No. 400 7600 8000


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Population of Banquet No. 400 7700 8100

Visitors (Restaurant) No. 0 500 500

Total Population of Complex

No. 569 9224 9793

3.1.3 PARKING MANAGEMENT Parking Required:

Table 5: Parking Requirement Details

Parking Requirement

Particulars Factor Calculation Parking Required (in ECS)

Existing Parking Required

Existing FAR @1.67 ECS/100 m2

3492/ 100 58

Proposed Parking Required

Proposed FAR @3 ECS/100 m2 23194.71/100

696

Total Parking Required 754 ECS

Parking Provision:

Table 6: Parking provision details

Particulars Basement Area (in m2)

Service Area (in m2)

Parking Area (in m2)

Factor Parking Provided (in ECS)

First Basement 12105.576 3600 8505.576 32 266

Second Basement 4252.454 755.122 3497.332 16 219

Third Basement 4140.326 630.875 3509.451 16 219

Surface Parking 1240.11 23 54

Total Parking Provision 758 ECS

3.1.4 Power Requirement and Backup Details During Construction Phase-: DG sets of 1×125 kVA will be used for construction works.

During Operation Phase-:

Total after Addition/Alteration-: The total power requirement of the project will be 3500 KVA which

will be met by BSES. In case of failure, power backup will be provided through DG sets of 2 x 1010

KVA, 1x 750 KVA & 1 x 500 KVA. Stack height of 30m above surface shall be maintained.

Table 7- Electric Details

Power Source BSES Rajdhani Power Limited

Total Power Load 3500 KVA


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No. of DG Sets 2 x 1010 KVA, 1x 750 KV & 1 x 500 KVA

3.1.5 Waste Water, Rain Water and Solid Waste Details Table 8- Waste Water, Rain Water and Solid Waste Details

Description Unit Details

Existing Additional Proposed

Total after Addition/Alteration

Total Solid Waste Generation

kg/day 114 1432 1546

Total Biodegradable Waste Generation

kg/day 68 860 928

Total Water Requirement

KLD 73 322 395

Total Fresh Water Requirement

KLD 40 125 165

Total Treated Water Reuse

KLD 33 197 230

Total Waste Water Discharge

KLD 34 208 242

Sewage Treatment Plant Capacity

KLD 35 265 300

Rain Water Harvesting pits

No. 01 04 05

3.2 Land Use and Ownership of the site land The land has been purchased by M/s Kalinga Meadows Limited. The M/s Kalinga Meadows Limited has now merged with M/s Anant Raj Limited. The proposed project will now be developed by M/s Anant Raj Limited. The project is an operational project. The land use of the project conforms to the Master plan of Delhi. Hence, there will be no change in land use. The landcover of the project has already been changed to Motel building.

3.3 Land Use The land use after Addition/Alteration at the site is given below in Table 10.

Land Use after Addition/Alteration

Land use Area (m2) Percentage (%)

Ground Coverage 10337.803 39.85

Green Area 5187.40 20.00

Surface Parking 1240.11 4.79

Open and Road Area 9171.70 35.36

Net Plot Area 25937.01 m2 100%


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Figure 2: Land use (After Addition/Alteration)

3.4 Location of the project with connectivity

3.4.1 Geographical Information of Site Table 11: Geographical information of project site

Latitude Longitude Elevation

28°28'45.43"N 77°11'5.25"E 262 m

Location map is shown in Figure 3.

Figure 3: Project site location

39.85%

20%4.79%

35.36%

Landuse (After Addition/Alteration)

Ground Coverage

Green Area

Surface Parking

Open and Road Area


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3.4.2 Topographical Map


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3.5 Connectivity of the Project Table-12 – Details of Connectivity around the Project Site

S. No. Accessibility Description Distance & Direction

1. Highway/ Road NH -236 NH-8 NH-2 NH-24

2.86 km NNW 9.09 km NW 11.44 km NEE 14.76 km NNE

2. Railway Station Tuglakabad Railway Station Old Faridabad Railway Station

11.17 km NEE 13.86 km SE

3. Metro Station Chhatarpur Saket Malviya Nagar

3.15 km NW 4.83 km NE 5.63 km NE

4. Airport IGI Airport Delhi Safdarjung Air Port

11.71 km NW 11.75 km NNE

3.6 Centrally Protected Monuments under Delhi Circle Name of Monument Locality District Distance &

Direction

HauzShamsi, with central red stone pavilion situated at Mehrauli in field Nos. 1574-81, 1588-97, 1614, 1623 & 1624, owner Government

Mehrauli South 3.80 Km NNW

Mosque known by the name of ShamsiTallab together with both platform entrance gates.

Mehrauli Village South 3.82 Km NNW

Jahaz Mahal in Mehrauli Mehrauli Village South 3.86 Km NNW

Mandi Mosque Lado Sarai Village South 3.92 Km N

Tomb and Mosque of MaulanaJamaliKamali

Mehrauli South 4.44 Km N

Area between Balban Khan's Tomb &JamliKamali

Lado Sarai South 4.44 Km NNE

Moti Masjid Mehrauli Village South 4.45 Km NNW

Old Palace of Bahadur Shah II alias Lal Mahal in Mehrauli

Mehrauli Village South 4.47 Km NNW

Rajon-ki-Bain with Mosque and Chatri Lado Sarai Village South 4.54 Km N

Old Baoli known as Diving Wall in Mouza locally known as (Gandak-ki-baoli), Mehrauli


Unknown tomb said to be of Azim Khan Lado Sarai Village South 4.70 Km NNE

Badaun Gates, Lado Sarai Village South 4.73 Km NNE

Tomb of Adham Khan (Rest House) Mehrauli South 4.85 Km N


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The Qutab Archaeological area as now fenced in, including the Mosque, Iron Pillar, Minar of Qutbud-din, unfinished Minar, all colonnades, screen arches, tomb of Altamash, college, buildings of Alaud-Din, Tomb of Imam Zamin and all carved stones in the above area with gardens, paths and water channels, and all gateways including the Alai-Darwaza , also all graves in the above area

Mehrauli Village South 4.98 Km N

Iron Pillar, Hindu remains Mehrauli (Qutb Complex)

South 5.01 Km NNE

Ramp and gateways of Rai Pithora's Fort, Adchini

Adchini South 5.57 Km N

Walls of Lal Kot and Rai Pithora's fort from Sohan Gate to Adham Khan's tomb including the ditch where there is an outer wall


Khirkee Masjid Khirki Village near Malviya Nagar

South 6.59 Km NNE

Satpula-III –216 Khirki Village near Malviya Nagar

South 6.79 Km NNE

Tomb of Usuf-Quttal situated at Khirki Khirki Village near Malviya Nagar

South 6.79 Km NNE

Begumpuri Masjid Begumpur South 6.87 Km NNE

Bastion, where a wall of Jahan panah meets the wall of Rai Pithora’s fort, Adchini

Adchini South 7.02 Km NNE

Bijay Mandal, neighbouring domes, buildings and dalan to north of Begumpur

Malviya Nagar South 7.03 Km NNE

Wall of Rai Pithora's Fort and Jahan panah at the point where they meet together

Hauz Rani Village South 7.03 Km NNE

Group of monuments at Sarai Shahji Malviya Nagar South 7.12 Km NNE

Lal Gumbad, Chirag Delhi Chirag Delhi South 7.19 Km NNE

Tomb of Sheikh Kaburuddin also known as RakabwalaGumbad in field no.84 min. situated at sarai Shah 31 property of ThoksShahpur and Adhehini

Malviya Nagar South 7.20 Km NNE

Tomb of Sultan Ghari MalikpurKothi opposite Vasant Kunj

South 7.43 Km NW

Tomb of Bahlol Lodi Chirag Delhi South 7.61 Km NNE

Internal buildings of:Siri Mohammadiwali-Kh. No. 14 ShahpurJat MakhdumkiKh. No. 255 ShahpurJat Thana walaShahpurJat

ShahpurJat Village South 7.77 Km NNE

ChorMinar No. 289 Vol III HauzKhas South 7.78 Km NNE


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Idgah of Kharehra HauzKhas Enclave South 7.87 Km NNE

Tomb of GhiyasuddinTughlakabad. walls and bastions, gates and cause way including the tomb of Dad Khan

Tughlaqabad South East

7.97 Km NEE

TohfewalaGumbad Humayunpur Village (HauzKhas), ShahpurJat

South 8.09 Km NNE

Walls, gateways bastions and internal buildings of both inner and outer citadels of Tughlakabad Fort


8.16 Km NEE

HauzKhas:- Group of Building at HauzKhas consisting of the following i. The tomb of Ferozshah ii. Domed Building to the west of No.1 iii. Dalan between 1&2 iv. Domed Building & its court to the south of No. 3, v. Dalans and all ruined Buildings to the north of no. 1 and existing upto No.10 vi. Five Chhatris to the East of No. 1& No.5 vii. Old Gate to the north of No.6 viii. Three Chhatris to the north-west of No.7 ix. Ruined courtyard and its Dalans with the Domed building to the north-west to the No.8 x. Old wall running east from No.4 xi. 2.23 Acres of land surrounding the above monuments and bouded on the North by house of Chhange and Mehra Chand sons of Hansram and house of Udairam, son of Kushla South Ghairmumkan Rasta East By village site belonging to village community. Others West By field no. 185 & 186.

HauzKhas South 8.18 Km NNE

Nai-ka-kot in Tughlaqabad Tughlaqabad South East

8.22 Km NEE

Bara Khamba-285 HauzKhas South 8.26 Km NNE

Sakri Gumti-284 HauzKhas Enclave near Green Park

South 8.30 Km NNE

ChotiGumti HauzKhas South 8.32 Km NNE

Bandi or PotikaGumbad III-280 HauzKhas South 8.35 Km NNE

Biwi or Dadi-ka-Gumbad-281 HauzKhas South 8.35 Km NNE

Walls, gate and bastions of Adilabad (Mohammadabad) and causeway leading there to from Tughlakabad.


8.40 Km NEE

Nili Mosque HauzKhas Enclave South 8.44 Km NNE

Ruined line of walls, bastions & gateways of siriKh. No. 88, 265 &447 pf village ShahpurJat

ShahpurJat Village South 8.44 Km NNE


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Bagh-i-AlamGumbad with a Mosque Humayunpur Village (HauzKhas)

South 8.57 Km NNE

Biran-Ka-Gumbad-282 HauzKhas South 8.57 Km NNE

Kali Gumti HauzKhas South 8.63 Km NNE

Munda Gumbad, Munirka Munirka South 9.09 Km N

Baoli, Munirka Munirka South 9.25 Km NNW

Wazir Pur-ki-Gumbad, Munirka 312 Munirka South 9.31 km NNW

Tin BurjiWalaGumbad, MommadPur Village

Mohammad Pur Village

South 9.60 Km N

Moth-ki-Masjid Behind South Extension-II

South 9.68 Km NNE

Tomb of Bhura Khan KotlaMubrakpur Village

South 10.80 Km NNE

Mosque attached to Mubarak shah Tomb

KotlaMubrakpur Village

South 10.85 Km NNE

Tombs of Chote Khan, Mubarakpur, Kotla


South 10.86 Km NNE

Tombs of Bade-Khan, and MubarakpurKotla, Kotla


South 10.87 Km NNE

Tomb of Mubarik Shah in Mubarikpur, Kotla


South 10.91 Km NNE

Ashokan Rock Edict at Bahapur East of Kailash South East

11.05 Km N

Bara Pulah bridge near Nizammudin Nizamuddin South East

13.27 Km NNE

Tomb of Khan-i-Khana Nizamuddin South East

13.42 Km NNE

The Grave of Jahanara Begum Nizamuddin South East

13.48 Km NNE

Tomb of Amir Khusro Nizamuddin South East

13.49 Km NNE

Tomb of NizamuddinOlia Nizamuddin South East

13.50 Km NNE

The ChausathKhamba and tomb of Mirza Aziz Kokaltash

Nizamuddin South East

13.53 Km NNE

The Grave of Mirza Jahangir Nizamuddin South East

13.54 Km NNE

Tomb of Tagah or Atgah Khan Nizamuddin South East

13.54 Km NNE

Mazar of Mirza Ghalib Nizamuddin South East 13.55 Km NNE

Baoli Nizamuddin South Eas 13.56 Km NNE

Bara Khamba outside north entrance to shrine


13.64 Km NNE

Arab Sarai Near Humayun’s Tomb

South East

13.65 Km NNE

Remaining Gateways of Arab Sarai and of Abadi-Bagh-Buhalima

Near Humayun’s Tomb

South East

13.65 Km NNE

The NilaChhatri or SubazBurj, once used as a Police Station at Nizam-ud-Din.


13.76 Km NNE


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The tomb of Isa Khan with its surrounding enclosure walls and turret, garden, gateways and mosque.


13.77 Km NNE

The Gate way of Arab Sarai facing North towards PuranaQila


South East

13.78 Km NNE

The Gate way of Arab Sarai facing East towards the tomb of Humayun


South East

13.78 Km NNE

The Tomb of Afsah-wala immediately near and to the south of Afsah-wala-ki-Masjid


13.87 Km NNE

The Afsah-wala-ki-Masjid situated outside the west gate of Humayun's tomb with its dalans and paved court.


13.89 Km NNE

NilaGumbaz outside the south corner of the enclosure of Humayun's tomb.


14.03 Km NNE

Humayun's tomb, its platforms, garden, enclosure walls and gateways Khasra No. 258 bounded on the east by Khasra No.180&181&244 of Miri Singh and on west by Kh. No. 268&253 on the north by Khasra No. 266, on the south by Kh No. 245 of Miri Singh &Kh. No. 248 & 249 of SayyedMohummad


14.06 Km NNE

SunderwalaBurj Near Humayun’s Tomb

South East

14.13 Km NNE

Sunderwala Mahal Near Humayun’s Tomb

South East

14.18 Km NNE

Tomb of Mirza Muzaffer, ChotaBatasha


14.23 Km NNE

LakharwalGumbad (Tomb) Near Humayun’s Tomb

South East

14.27 Km NNE

Tomb of Mirza Muzaffer, Bara Batasha Nizamuddin South East

14.32 Km NNE

3.7 Layout Plan

Figure 1 Layout Plan

N


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3.8 Water Management

3.8.1 Source of Water The water will be resourced through Delhi Jal Board.

3.8.2 Present Quality The present quality of Surface Water of nearby drain has been accessed.

3.8.3 Water Requirement During construction phase- Treated water will be arranged on temporary basis through the

tankers water supply. For construction activities, water will be sourced through nearby

STP/tanker water supplier and will be retreated on site before use. Drinking water will be

sourced through the tankers.

Total water requirement during the construction phase will be 12 KLD out of which 7 KLD will

be required for domestic purposes and 5 KLD will be used for construction purposes.

During operation phase-: Water requirement will be met through Delhi Jal Board.

Water Management (Existing Phase)

Particulars

Population

Factor Requirement

(in KLD) Domestic (in KLD)

Flushing (in KLD)

Waste Discharge (in KLD)

Guest in Hotel 94 320 30 21 9

Staff 25 45 1 0.5 0.5

Visitors 50 15 1 0.5 0.5

Banquet Visitors 400 15 7 3 4

Total water requirement

39 25 14

Waste water 20 14 34

Cooling 30 0

Gardening 4 0

Total water 569 73 KLD 34 KLD


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Water Balance:

Figure 2 Water Balance (Existing Phase)

Water Management (Total after Addition/Alteration of the Complex):

Table 8: Water Requirement (Total after Addition/Alteration)-:

Particulars Population Factor

Water Requirement (in KLD)

Domestic (in KLD)

Flushing (in KLD)

Waste Discharge (in KLD)

Domestic

Guest in Hotel 258 320 83 68 15

Staff 215 45 10 5 5

Visitors (Banquet, Commercial, Hotel)

8820

15 133 45 88

Restaurant Visitor 500 70 35 27 8

Domestic Water demand 261 145 116 Waste water 116 116 232

Gardening 6 0

Cooling 108 10

Laundry 20 18


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Total Water Requirement 395 260

Water Balance:

Figure 3 Water Balance (Total after Addition/Alteration)

3.8.4 Disposal In Existing Complex, The waste water generated from the complex is 34 KLD which is being treated in Sewage Treatment Plant of capacity 35 KLD. Treated water of 33 KLD is completely being reused in flushing, gardening and cooling purposes. It is Zero-Liquid Discharge Complex. Total After Addition/Alteration, The waste water generated from the complex will be 242 KLD which shall be treated in Sewage Treatment Plant of capacity 300 KLD based on MBBR technology. Waste water from laundry shall be treated in Effluent Treatment Plant of capacity 30 KLD. 18 KLD of Treated water generated from ETP shall be discharge to sewer line. 230 KLD of treated water generated from STP shall be reused in flushing, gardening and Cooling purposes.


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3.9 Air and Noise Management

3.9.1 During Construction DG sets of 1×125 kVA shall be used for Power supply during the construction phase.

3.9.2 During Operation During operation phase 3500 KVA of power load from BSES shall be supplied to the project.

Power backup shall be provided by DG sets of capacity 2x1010 KVA, 1x750 KV & 1 x 500

KVA (Existing- 1×500 kVA,1×750 kVA and Proposed- 2 x 1010 KVA)

3.10 Energy Conservation Measures Following are the measures to be adopted to conserve the energy:

i. Day light provision shall be made by using openable windows (use of sunlight in lieu

of conventional power).

ii. We are proposing LED lights only for common areas like corridors, lift, and lobby.

iii. Transformers will be having efficiencies as per ECBC Norms.

iv. For HVAC Water Cooled Chillers with centrifugal machines will be installed. Chiller

pumps with Variable Frequency Drive (VFD). Chillers and Secondary pumps with

VFD. Primary & Condenser pump will be with fixed speed.

v. These bring in an advantage of diversified occupancy & operations.

Solar Measures:

vi. External street lighting shall be provided by standalone solar panel.

vii. Solar Water Heater will be used to meet hot water requirement of the project.

viii. The layouts of buildings will be designed to maximize the potential for use of solar

lighting per day devices.

ix. The space heating load will be minimized using solar structure and suitable buildings

envelop material.

x. Uses of incandescent lamp and halogen lamps shall be avoided and energy efficient

LEDs shall be used for all common area.

3.11 Environment Management The Environment Management Plan (EMP) is a site-specific plan developed to ensure that the

project is implemented in an environmentally sustainable manner where all stakeholders

including the project proponents, contractors and subcontractors, including consultants,

understand the potential environmental risks arising from the proposed project and take

appropriate actions to properly manage that risk. Adequate environmental management

measures need to be incorporated during the entire planning, construction and operating

stages of the project to minimize any adverse environmental impact and assure sustainable

development of the area.


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The EMP presented below should be followed and regular monitoring of relevant parameters

as stated in post project-monitoring schedule shall be carried out. The EMP is to be proactive

in nature and will be upgraded if new facilities or modification of existing facilities, with

environmental concerns, come up at a later stage.

3.11.1 Environment Management During Construction Phase

3.11.1.1 AIR ENVIRONMENT INDIAN METEROOGICAL DATA

Indian Meteorological Data conditions of the Project area can be summarised in the

table below-:

S.no. Particulars Unit Details

1. Temperature ˚C 21.1-29.3

2. Relative Humidity % 43

3. Annual Rainfall mm 698

4. Wind Direction - North East to South West

5. Predominant Wind Direction - East to West

Annual Windrose Diagram

The Windrose Diagram of Annual AVERAGE (2002-2013) is given in figure below-:

Figure 4 Annual Windrose Diagram (Source- IMD, Safdarjung)

Air quality around the project will be adversely impacted during the construction stage.

Various construction activities especially related to lose material likely to cause generation

of dust that adversely impacts the air quality of the surrounding area of the project site. To

minimize such impact, following measures will be taken:


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• Dust mitigation measures shall be taken as per Environment (Protection)

Amendment Rules, 2018.

• Metallic Roads leading to or at construction sites shall be paved and

blacktopped.

• No excavation of soil shall be carried out without prior barricading of the

project site & other adequate dust mitigation measures in place.

• No loose soil or sand or Construction & Demolition Waste or any other

construction material that causes dust shall be left uncovered.

• Wind-breaker around the project site shall be provided.

• Water sprinkling system shall be put in place using spraying Nozzles.

• Sprinkling shall be done every hour by fixed sprinkling system.

• Proper barricading up to 10 m or 1/3rd of building height shall be provided.

• Grinding and cutting of building materials in open area shall be prohibited.

• Construction and Demolition waste shall be stored only within earmarked area

and road side storage of construction material and waste shall be prohibited.

• Only covered vehicles carrying construction material and waste shall be

permitted inside the complex.

• Construction and Demolition Waste processing and disposal site shall be

identified and required dust mitigation measures be notified at the site.

• DG sets shall be installed acoustically enclosed with adequate stack heights.

Tankers will be used for supply of construction water. Maximum Ground Level

Concentration of PM10 due movement of tankers and operation of DG Set shall be

maintained. Detailed AAQ report is discussed in Dispersion report enclosed in

Enclosures. Sprinkling will be done at the source of dust anticipated.

3.11.1.2 Noise Environment During the construction stage, expected noise levels will be in the range of 80-100

dB(A), which will decrease with increase in distance. Hence all the construction

activities shall be carried out during the daytime.

Due to the construction activities undertaken for the project, there will be some noise

generation due to the movement of vehicles carrying construction materials and as

this will be only a temporary phenomenon, it shall be managed by properly regulating

the movement of vehicular traffic so that the ambient noise quality will not be

adversely affected.

To prevent any occupational hazard, ear muff / ear plug shall be given to the workers

working around or operating the plant and machinery emitting high noise levels.

Operation of such plant or machinery shall be strictly prohibited during night hours.

Careful planning of machinery operation and scheduling of operations shall be taken

to minimize such impact. Furthermore, following measures shall also be adopted:


67

• All the machinery and equipment shall be regularly maintained to reduce the noise

level.

• DG sets of capacity 125 kVA shall be installed acoustically enclosed.

• Noise barriers shall be installed to reduce traffic noise & vibrations.

• Plantation shall be developed along the periphery of the site.

3.11.1.3 Water Environment During the construction of the proposed project, the services required like water

supply and sewage facilities shall be arranged on a temporary basis and the same shall

be maintained without any adverse impact on the environment. Following are the

measures required to manage the water environment at site:

• 12 KLD of water will be required for domestic use and construction purposes.

Water shall be taken from STP treated water of nearby area for construction

purpose and water supplied through Tankers for domestic use.

• Mobile toilets for construction labours shall be provided.

• 6 KLD of the sewage and waste water generated shall be discharged into septic

tank which will be cleaned regularly.

• Runoff from the construction site shall not be allowed to stand (water logging) or

enter into the roadside or nearby drain. Adequate measures shall be taken to

collect such run off and either are reused or disposed off at the designated

construction waste disposal location.

3.11.1.4 Solid Waste Management Out of total basement area, 65000 m3 shall be excavated for 3 level of basement and

foundation. Out of which, 4475 m3 of top soil shall be stored at designated area and

will be initially stacked and covered with tarpaulin for settling then will be used for

landscaping purposes. Remaining excavated soil shall be properly stacked under

tarpaulin cover and will be reused for backfilling purpose and road construction etc.

As soon as proposed green area will be ready the top soil will be transferred and

seeding will be done with regular sprinkling.

Construction debris like Concrete will be recycled and will be used in lean concrete,

brick work wastage will be used waterproofing for terrace, toilets etc. Tiles will be used

in creating pathways in the landscape area etc. Recyclable water like aluminium, steel,

wood pieces, cement bags, plastic containers, cartons, glass etc. will be sold to

recyclers.

Approximately, 23 kg/day of Municipal solid waste shall be generated from temporary

labours which shall be disposed off at Municipal Landfill site.

Used oil whenever generated from the DG sets shall be kept in a secured place and in

leak prof container and shall be sent to approved recycler.


68

3.11.2 Environment Management during Operation Phase

3.11.2.1 AIR ENVIRONMENT DG set of 1×500 kVA,1×750 kVA has already been installed and 2x 1010 KVA DG Sets

after addition will be installed as power backup for emergency use during power

failure. Hence, to avoid the emissions, the DG sets shall be kept in acoustically treated

room in Basement. Stack height of 6 m above roof level for each D.G. sets shall be

provided to reduce the air emissions, meeting all the norms prescribed by CPCB. Table 11: DG set & stack Height

As per the specifications from D.G. Set manufacturer following emissions shall be

maintained, as given in Table 10.

Table 12: DG Set emission standards

D.G Sets No. PM mg/Nm3

NOx mg/Nm3

HC mg/Nm3

CO mg/Nm3

500 kVA 1 0.3 9.2 1.3 3.5

750 kVA 1 0.3 9.2 1.3 3.5

3.11.2.2 NOISE ENVIRONMENT The main sources of the noise pollution will be D.G sets. of 3500 kVA (Existing- 1×500

kVA,1×750 kVA and Proposed- 2 x1010 KVA) will be installed in the project.

Existing DG sets are acoustically enclosed and meet the norms prescribed by CPCB.

Proposed DG Sets will also be bought acoustically enclosed. Planting of the trees at

the boundary of the project help in reducing the level of the noise within the project.

The same shall be followed for further addition /alteration in the complex.

Location of DG sets: On Surface

Insulation of air inlet and outlet points

D. G. Set. Capacity No Stack Height

500 kVA 1 Combined Stack of 30 m above surface 750 kVA 1

1010 KVA 2

D.G Sets No. PM (mg/Nm3) NOx (mg/Nm3) HC (mg/Nm3) CO (mg/Nm3)

1010 kVA 2 75 887.5 100 150


69

The sound travels along with air therefore it is necessary to control the travelling

sound with the help of insulated ducts [2” glass wool pads and perforated sheets] and

louvers at inlet and outlet air points. The ducts have S-type shape to prevent any direct

escape of noise Insulated service door

The maintenance and servicing of D.G. set is done using a suitable service door of 5’ x

7’ size. The door is made of MS sheet and frames fully insulated with 3” thick glass

wool pad followed by perforated aluminium sheets.

Figure 5: Anti-Vibration Pads


70

3.11.2.3 WATER MANAGEMENT In Existing Complex,

At present, the total water requirement of the complex is 73 KLD out of which fresh water requirement is 40 KLD which is being met by Tanker Supply, remaining 33 KLD is being met by treated water from in house STP of 35 KLD. Treated water of 33 KLD is being reused completely in flushing, gardening and cooling purposes.

After proposed addition in Complex,

Total water requirement after addition/alteration has been estimated to be 395 KLD out of which fresh water requirement shall be 165 KLD which will be met by Delhi Jal Board. Rest of the 230 KLD water requirement will be fulfilled by treated water from STP of capacity 300 KLD. Waste water from laundry shall be treated in Effluent Treatment Plant of capacity 25 KLD. The total treated water of 230 KLD shall be used mainly for Flushing, Gardening and Cooling purposes.

3.11.2.3.1 Waste Water Treatment The STP shall be based on Moving Bed Bio-Reactor (MBBR) technology.

SCHEME OF SEWAGE TREATMENT PLANT:

Table 13: Raw Sewage Characteristics

The Sewage Treatment Plant (STP) shall treat the sewage & treated water of the STP

will be reused for Flushing, Gardening & Misc. purposes.

Table 14: Treated Sewage Characteristics

pH - 6.5-9.0

BOD mg / l <20

COD mg / l <50

TSS mg / l <50

TREATMENT PROCESS:

It is proposed to treat the complete wastewater in a scientific manner through a

properly planned treatment plant. The objective is to stabilize the decomposable

organic matters present in sewage so as to get an effluent and sludge having

characteristics which are within safe limits. To have an efficient treatment system, this

aeration system is proposed consisting of MBBR Technology. The sewerage treatment

Flow m3 / day 242 KLD

pH - 7.5 – 8.0

BOD mg / l 200 - 250

COD mg / l 300 - 400

TSS mg / l 100


71

plant can be constructed in such a way that it becomes viable by providing Treated

water for reuse and sludge that can be used as for manure for further use.

Different Components of the Plant

In the proposed treatment scheme, the following component unit shall be provided:

➢ Screen chamber

➢ Bar screen /Grit chamber within effluent collection sump.

➢ Submersible type raw effluent re-lift pumps

➢ Equalization tank

➢ MBBR tank/ Aeration tank

➢ Tube settler

➢ Clarified Water, Filtered Water & Soft Water Storage Tanks

➢ Filter feed pump

➢ Tertiary Treatment Units (Filtration, U.V treatment)

➢ Treated Water Supply Pumps

➢ Sludge return pump

➢ Sludge holding tank

➢ Centrifuge for solid waste management

➢ Sludge loading pumps

➢ Sludge drying beds, Centrifuge/Filter Press

PROCESS DESCRIPTION

a) Raw sewage from main sewer line shall be collected through gravity pipes into the

screen chamber. This manually cleaned screen shall be provided to remove

floating and big size particles which may otherwise choke the pumps and pipe

lines.

b) After screening, the waste water will be allowed to pass through a grit chamber to

remove the grit material. The screens and grit chambers shall be accessible so that

they may be manually cleaned from time to time.

c) The screened waste water from the Grit chamber shall then pass into the

equalization tank to homogenize the waste water quality and also even out flow

fluctuations and feed waste water of uniform quality at constant rate to

subsequent treatment units.


72

d) Air mixing shall be provided to mix the contents of the equalization tank. A coarse

bubble aeration grid should be provided to mix the contents of the equalization

tank and also to avoid septic conditions in the tank. From the equalization tank the

wastewater will be pumped into an MBBR Tank.

e) The MBBR process uses small plastic carrier elements to provide growth sites for

bacteria attachment in a suspended growth medium. The carrier elements shall

allow a higher biomass concentration to be maintained in the reactor. This shall

increase the biological treatment capacity for the given reactor volume.

f) The carrier elements shall be continuously kept in suspension by the aeration

system. The agitation pattern in the reactor shall be designed to provide an

upward movement of the carriers across the surface of the retention screen which

creates a scrubbing effect to prevent clogging. Combination of fine & coarse

bubbles may be provided to provide oxygen as per detailing.

g) From the MBBR tank mixed liquor shall flow by gravity into the Tube settler. The

solids will settle in the tank. The sludge that settles down shall be transferred to

sludge holding tank via sludge loading pumps, with provision of sludge return to

the bioreactor if necessary.

h) From the tube settler, treated wastewater will be fed by means of filter/softener

feed pump sets to pass through dual media filters, activated carbon filters and

softeners and stored in the filtered water and soft water storage tanks. The

activated carbon filters shall ensure removal of all coloration and odours present

in the treated effluent.

i) The filtered, clean and odourless water from filtered water tank is then fed

through a variable frequency drive hydro-pneumatic system to the external

treated effluent rings as per the master plan, from where connections are taken

to the garden hydrant system and to each unit for flushing water as per detailing.

j) Excess sludge from the tube settler will be taken periodically into sludge holding

tank. In this tank sludge will be aerated for self-stabilization. Air will be shut off

periodically and superannuate water will be transferred to the aeration tank

creating stabilized sludge. The final sludge shall be de-watered through a


73

centrifuge mechanism. Sludge loading arrangements shall also be provided for

direct disposal of sludge to sludge tankers / trolleys.

Figure 7: Hydraulic Flow Diagram of STP based on MBBR Technology

3.11.2.3.2 Rain Water Harvesting The main source of ground water recharging in the study area is rainwater, which infiltrates into the ground through various lithological units present in the study area. In the complex total 5 no. (1- Existing & 4-Proposed) of Rainwater Harvesting pits will be there. The runoff from the rooftop and storm water shall go to the recharge pits.

Scheme for Ground Water Recharging

The rainwater is diverted from the rooftop using rain water pipes to the surface / underground drainage network. The entire campus is sub divided for recharging structures. The rainwater is diverted into the desilting tank to remove inorganic impurities and the outflow of the desilting tank is taken into the recharge well.

Desilting Tank

The desilting tanks are used to remove silt and other floating impurities from rainwater. Desilting tank is like an ordinary container having provision for the inflow, outflow and overflow. Apart from removing silt it holds the excess amount of water till it is soaked up by the recharge structure. The bottom of tank will have unpaved surface (layers of coarse sand) to allow standing water to percolate into the soil. The rainwater collected in these desilting chambers shall be utilized for horticulture.

Recharge well

The recharge well consists of percolation pits with boreholes in the middle of the pit. UPVC pipe perforated will be lowered in the middle of the boreholes and the pit will be filled with gravel and pebbles in three layers consisting of boulders, gravel and

INCOMIN

G

SEWAGEBAR

SCREEN BAFFLE

WALL

OIL &

GREASE EQUALIZATION

TANK

MBBR-1 MBBR-2 TUBE

SETTLER

CLEAR

WATER

TANK MGF ACF

TREATED

WATER

TANK

TREATED

WATER

USED

UV

FILTER

PRESS

SLUDGE

HOLDING

TANK FINAL

DISPOSAL

TO

EQUALIZATION

TANK

MBBR STP TECHNOLOGY

LEGENDS

Mark Descriptions

Air Line

Sludge Line

Effluent line

Air Blowers

Air Diffusers

Butter Fly Valv

Non Return

Valv

Pump


74

coarse sand. The mouth of the UPVC pipe shall be protected to avoid silt getting into it. The depth of the bore will depend on the soil condition/water strata. The schematic diagram is enclosed.

It should be therefore concluded that there is no significant impact on surface water quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize the groundwater table in the area.

RAIN WATER HARVESTING CALCULATIONS: -

Soil Quality Silt Loam

Infiltration Rate 9 mm/hr

Annual Rainfall 698 mm

Peak Hourly Rainfall 90 mm/hr

Ground Water Level 2.4-53.17 m bgl (As per CGWB report)

No. of Rainwater Harvesting Pits 5 (1- Existing & 4- Proposed)

Size of Pits Diameter-5 m, Depth- 5.7 m

Table 2: Detailed calculation of rain water harvesting calculation

S. No.

Type of surface Catchment area (m2)

Harvesting Factor/ Collection Efficiency

Designated basis depth in mm for recharge tank in 20 min

Total volume of water available for Rain water harvesting (in m3)

1 Roof top area 10337.803 0.9 30 279

2

Paved surface, Roads & other built up area (including Surface Parking) 10411.81 0.8 30 250

3 Lawns, Garden & all other Open area 5187.40 0.15 30 23

Grand Total 25937.011 m2 552 m3


75

RWH Pit Diagram: -

Figure 6 Rain Water Harvesting Pit Diagram


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3.11.2.4 WASTE MANAGEMENT

3.11.2.4.1 Municipal Solid Waste The solid waste categories and disposal method detail is shown is given in Table 17:

Table 17: Municipal Waste Management

Type of Waste Colours of Bins

Category Disposal Method

Total Waste

Existing Proposed Total after Addition

Bio Degradable

Green Organic waste

Treated in organic waste converter and converted to

manure

68 kg/day (25 TPA)

860 kg/day (314 TPA)


Non- Biodegradable

Blue Recyclable Recycler 23 kg/day (8 TPA)



Plastic Blue Recyclable Recycler 23 kg/day (8 TPA)



Total 114 kg/day (41 TPA)

1432 kg/day (524 TPA)

1546 kg/day (565 TPA)

DETAILS OF ORGANIC WASTE CONVERTER

Tentative details of the Organic Waste Converter are as follows:

Model No. No. of OWC

provision

Biodegradable

Waste

Capacity

per Batch

Power Dimension (L x

W x H)

Waste

Reduction

RN-1000 1 No. 928 kg/day 1000

Kg/day

23 kW 3.65 m x 1.70 m

x 2.59 m

90%

Source: - http://reddonatura.com/product-rn125.html

• No. of organic waste converter = 1 No.

• Space for organic waste converter = 16.07 m2

• Area provided for storage and management of solid waste = 50 m2

3.11.2.4.2 Hazardous Waste Management: - Hazardous waste is a waste with properties that make it dangerous or potentially

harmful to human health or the environment. The universe of hazardous wastes is

large and diverse. Hazardous wastes can be liquids, solids, contained gases, or sludge.

They can be the by-products of manufacturing processes or simply discarded

http://reddonatura.com/product-rn125.html


77

commercial products, like cleaning fluids or pesticides. All hazardous wastes are

required to be treated and disposed off in the prescribed manner.

The main objective is to promote safe management and use of hazardous substances

including hazardous chemicals and hazardous wastes, in order to avoid damage to

health and environment.

Table 3: Hazardous & E-Waste Management

Battery waste will be generated from inverters & UPS, which shall be treated as per

the Batteries (Management & Handling) Rules, 2001.

3.11.2.5 PLANTATION Green belt planning will be done with ecological perspectives for the project taking

into consideration and availability of space and other aspects. This will help in

increasing the aesthetic effect of the environment.

Since tree trunks are devoid of foliage, scrub should form there to give coverage to

the trunks. The trees maintain the regional ecological balance and conform to soil and

hydrological conditions. Indigenous species would be preferred.

Green area is already being developed in existing plot. So, to develop additional block, clearance of existing shrubs, lawn and one small temporary structure will be required. No, tree will be cut, only transplantation will be done if required, after getting prior

permission from concern department.

After Alteration/addition, Green Area of 5187.40 m2 (i.e. 20.00 % of net total plot area)

will be develop.

The trees planted are of adequate height and the same shall be maintained for

proposed addition. Few trees exist at site boundary which shall be retained.

Total No. of trees required = Total Net plot area/80

= 25937.011/80

Type of Waste

Disposal Method

Total Waste

Existing Proposed Total after

Addition/ Alteration

Used Oil

Used oil shall be given to Approved vendor Hazardous & other waste (Management &

Handling) Rules, 2016

0.144 kL/annum

0.24 Kl/annum

0.384 kL/annum

E-waste E-Waste (Management &

Handling) Rules, 2016 -

- 0.024 TPA


78

= 324.2 (say 325)

Total no. of trees to be proposed = 330

Table 4 : Total no. of Species Exist and proposed

Existing species

S.No Botanical Name Common Name

1 Azadirachta indica Neem

2 Morus alba Shahtoot

3 Eucalyptus globulus Eucalyptus

4 Ficus benjamina Weeping fig

5 Plumeria alba Champa

6 Ficus benghalensis Banyan Tree

7 Cycas revoluta Sago palm

8 Grevillea robusta Silver oak

9 Delonix regia Gulmohar

10 Pinus roxburghii Pine tree

11 Roystonea regia Royal Plam

12 Saraca asoca Ashoka tree

13 Callistemon viminalis Weeping bottlebrush

List of Proposed species of Shrubs

S. No. Scientific Name Common Name

1 Hamelia patens Firebush

2 Nerium olender Kaner

3 Cycas revoluta Sago palm

4 Gardenia jasminoides Cape jasmine

5 Plumeria rubra Frangipani

6 Thuja occidentalis Arborvitae

LANDSCAPE PLAN

N


79

3.11.3 ANTICIPITATED IMPACT & MITIGATION MEASURES

3.11.3.1 DURING CONSTRUCTION PHASE S. No. Description Impacts Mitigation Measures

1. Air & Noise

Environment

Dust will be generated due to

Site clearance and emissions

may be generated due to

vehicles, DG sets and

machinery/equipment etc.

Loading and unloading of

construction materials like,

cement, sand, stones, bricks,

etc. will result in dust

generation.

Procurement and transport of

construction materials such as

sand, cement etc. will also result

in dust generation.

Water sprinkling shall be done to

reduce the dust during construction

of buildings.

D.G. set of 1×125 kVA shall be

provided with adequate stack height

to avoid emissions.

Trees are already planted along the

boundary wall.

2. Water

Environment

Soil runoff from the site leading

to off – site contamination

(Particularly during rainy

season).

Improper disposal of

construction debris leading to

off-site contamination of water

resources.

Disposal of domestic waste

water from temporary labour

rest rooms.

Spillage of oil and grease from

the vehicle and waste water

stream generated from on-site

activities.

During construction phase, water

will be provided from the nearby

STP/tanker water supplier.

The rain water from the

construction site shall be collected,

treated & reused for sprinkling.

Approx. 6 KLD of sewage from

labours shall be discharged into

septic tank which will be cleaned

regularly.


80

3. Solid Waste The waste from labour rest

rooms/sheds would be mainly

household domestic waste

The solid waste generated

during construction phase used

oil from DG sets.

Approx. 23 kg/day of municipal solid

waste shall be generated from 150

labours which shall be disposed off

in MSW site.

Used oil whenever generated from

the DG sets shall be kept in an

isolated area and in leak proof

container and sent to approve

recycler.

4. C&D waste Generation of C&D Waste from

demolition and Construction

Majorly C&D waste will be used for

backfill and road construction.

Excess, C&D waste will be disposed

to C&D waste facility site.

3.11.3.2 DURING OPERATION PHASE S. No. Description Impacts Mitigation Measures

1. Air & Noise

Environment

Running of DG sets of

capacities 1×500 kVA,1×750

kVA, 2 x 1010 KVA during

power failure will result into air

emissions.

DG sets shall be provided with

stack height of 30 m above the

surface.

2. Water

Environment

During the operation phase

abstraction of ground water is

not proposed for project. Fresh

water requirement of 165 KLD

shall be met by municipal

supply of Delhi Jal Board.

In the propose project, total

water will be used for domestic

use, flushing, Cooling, and

gardening purposes etc.

Therefore, wastewater

discharge of 242 KLD will be

liquid waste and sewage and

shall be treated in STP of 300

KLD and laundry waste of 18

KLD in ETP. 230 KLD of treated

water shall be reused in

Flushing, Cooling and

gardening purposes.

Fresh water requirement shall be

reduced to 230 KLD by inhouse STP

treated water.

All sewerage treated water will be

reused within the project site. Only

treated water from ETP will be

discharge to the sewer line.

Rain water shall be recharged into

the ground water by 5 rain water

harvesting pits.


81

3. Solid Waste Bio-degradable and recyclable

waste from households’

activities.

Used oil from DG sets and e-

waste.

E- waste & battery waste

generation.

Bio-degradable waste of 928

Kg/day (339 TPA) shall be disposed

in Organic waste convertor.

Plastic waste of 309 Kg/day (113

TPA) and Recyclable waste of 309

Kg/day (113 TPA) will be given to

approved recycler.

Used oil of 0.384 Kl/annum will be

generated from the DG sets which

shall be kept in an isolated area

and in leak proof container and

shall be given to authorised

recycler.

The generated E-waste of 0.024-

0.036 tons/annum shall be given to

Authorized vendor.

Battery waste shall be treated as

per the Batteries (Handling &

Management) Rules, 2001.

3.12 ENVIRONMENT MONITORING PLAN During Construction

Sr. No. Type of Monitoring Frequency of Monitoring

Parameter Location

1 Ambient Air Quality Six Monthly Particulate Matter (PM 2.5) Particulate Matter (PM 10)

Sulphur Dioxide (SO2) Nitrogen Oxides (NOx)

Two Locations in and around the

project site

2 Stack Monitoring Six Monthly Particulate Matter, Sulphur Dioxide (SO2), Nitrogen

Oxides (NOx)

DG sets of capacity 125 kVA

installed for construction

purposes

3 Water Quality Monitoring for drinking water

Six Monthly All parameters mentioned in IS:10500

One drinking water sample

4 Water Quality Monitoring for Construction

purpose


One construction water sample

5 Noise Level Monitoring

Six Monthly Day and Night noise level Two locations


82

6 Soil Quality Monitoring

Six Monthly All parameters to check soil Fertility


project site

7 Monitoring of waste generation

and other pollution control aspects

Six Monthly _ _

During Operation Phase

Sr. No. Type of Monitoring Frequency of

Monitoring

Parameter Location

1 Ambient Air Quality Six Monthly Particulate Matter (PM 2.5), Particulate Matter (PM 10),

Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)


project site

2 Stack Monitoring Six Monthly Particulate Matter, Sulphur Dioxide (SO2), Nitrogen

Oxides (NOx)

DG sets (1 x 500 KVA, 1 x 750 KVA & 2 x 1010 KVA)

installed for backup purposes

3 Water Quality Monitoring for drinking water


One drinking water sample

4 Sewage Treatment Plant Monitoring

Six Monthly BOD, COD, TSS, Oil and Grease and pH

Inlet and Outlet of STP

5 Effluent Treatment Plant Monitoring

Six Monthly BOD, COD, TSS, Oil and Grease and pH

Inlet and Outlet of STP

5 Ambient Noise Level Monitoring

Six Monthly Day and Night noise level Two locations

6 DG Set Room Noise Monitoring

Six Monthly Inside and Outside of DG Set Enclosure

One Locations

7 Soil Quality Monitoring

Six Monthly All parameters to check soil Fertility


project site

8 Monitoring of Waste Generation

and other pollution control aspects

Six Monthly _ _


83

3.13 Environment Management Cost

3.13.1 Capital Cost S No. Description Total Coast

(In Lacs)

01. Landscaping 20

02. Sewage Treatment plant 70

03. DG Stack & Acoustic Treatment 4

04. Solid Waste Management 25

05. Rainwater Harvesting 15

06. Miscellaneous 5

Total 139 lacs

3.13.2 Recurring Expenditure

S No. Description Total Coast

(In Lacs/ year)

01. Landscaping 2.0

02. Water Management 7.0

03. Air Management 0.4

04. Environment Management 2.0

05. Solid Waste Management 1.0

06. Miscellaneous 1.0

Total 13.4 lacs/year


84

3.14 Corporate Environment Responsibility As per CER office memorandum of MOEF dated 1.5.2018, the project cost for project

is Rs 126 Cr, hence the project has to spend 1.5 % of the cost of the project (Rs 1.89

Cr.) on CER activities.

As per the Office Memorandum some of the activities which can be carried out in CER,

are infrastructure creation for drinking water supply, sanitation, health, education,

skill development, roads, cross drains, electrification including solar power, solid

waste management facilities, scientific support and awareness to local farmers to

increase yield of crop and fodder, rain water harvesting, soil moisture conservation

works, avenue plantation, plantation in community areas, etc.).

The following CER activities will be proposed around the project-

• Drinking water supply

• Sanitation

• Health Education

• Roads

• Cross drains

• Electrification including solar power

• Solid waste Management Facilities

• Scientific Support and awareness to local farmers to increase yield of crop and

fodder

• Rain water harvesting

• Soil moisture conservation works

• Avenue plantation & Plantation in Community areas


85

ENCLOSURE 4. RISK ASSESSMENT


86

4.1 RISK ASSESSMENT

Risk is a potential that a chosen action or activity will lead to a loss of human or

property.

Risk assessment is a step for Risk Management. Risk assessment is determination of

qualitative and quantitative value of risk related a situation or hazard.

Hazard is a situation that poses a level of threat to life health or environment.

Risk assessment involves the following:

• Hazard Identification

• Vulnerability Analysis

• Risk Analysis

• Emergency Preparedness Plan

4.1.1 HAZARD IDENTIFICATION

The project is a Motel and Commercial complex and there may be following types of

hazards:

4.1.1.1 Natural hazard:

Earthquake

Flooding

4.1.1.2 Manmade hazard:

Health Injuries

Fire & explosion

Electrical

Mechanical

Radiation

Thermal

Chemical

4.1.2 VULNERABILITY ANALYSES

This is a Motel and Commercial complex hence Motel guests, staff & visitors are

vulnerable to risks.

4.1.3 RISK ANALYSES


87

The risk is likelihood of harmful effect big or small due to hazard, together with

severity of harm suffered. Risk also depends on number of people exposed to hazard.

Risk analysis provides severity of harm from particular type of hazard.

4.1.3.1 Earthquake:

The project is located at seismic zone IV where earthquake can occur from 4.0-7.0

Richter scale.

4.1.3.2 Flooding:

The project site is located in an area where no natural river or drainage exists.

However, flooding can occur due to excess rain.

4.1.3.3 Health Injuries

1. Safety nets will be provided at appropriate level and various shafts/ openings will

be kept covered to prevent falls, slips, trips etc.

2. Necessary safety belts, helmets and eye-masks as required will be enforced at site.

3. Adequate guardrails will be provided to the staircases and common areas.

4. Adequate guardrails/ fences will be provided around the water storage spaces to

prevent drowning accidents.

5. Adequate protection/ fence will be provided around the excavated areas.

6. The machinery and the equipments will be regularly tested and maintained with

the specific emphasis against accidents failures.

7. The deployed Safety officers will ensure that the personnel/ labor will be kept at a

safe distance from working machinery to avoid accidents/ injuries due to toxic

gases/ chemical/ noise.

8. Moving parts of various parts of machineries/ equipments will be properly

guarded.

9. Rest rooms and first aid facilities will be made available for the workers.

4.1.3.4 Fire & Explosion:

Since it is a Shopping Complex, fire can occur due to electrical spark or gas leakage

from kitchens.

Fire is mainly caused in due to carelessness, short circuits, and malfunctioning of gas

regulator, tube, and such related products.

4.1.3.5 Electrical:

The electrical current can pass to the floor & metals due to inadequate insulation or

accidently.

4.1.3.6 Mechanical:

The mechanical fault that can cause the risk & hazard include the elevators.


88

4.1.3.7 Radiation:

Due to use of wireless equipments there may be electromagnetic radiation.

4.1.3.8 Thermal:

Thermal heat can be generated from the D.G sets and the vehicles in the colony.

4.1.3.9 Chemical:

Chemical use in the Shopping complex limited to cleaning agents & medicines.

4.2 Disaster Management Plan

Disaster Management provides the opportunity to plan, prepare and when needed

enables a rational response in case of disasters/ mass casualty incidents (MCI).

Disasters and mass casualties can cause great confusion and inefficiency in the

hospitals. They can overwhelm the complex resources, staffs, space and or supplies.

Lack of any tangible plan to fall back upon in times of disaster leads to a situation

where there are many sources of command, many leaders, and no concerted effort to

solve the problem.

An internal risk management authority is formed which may undertake periodic

evaluation of safety precautions to be followed by each department for hazard

recognition with the following steps:

Building will be undertaken on a periodical basis to identify the measures taken to

prevent/reduce the impact of the potential hazards.

All peoples will be encouraged to routinely assess all activities to identify potential

hazards.

To make the proceedings easier, the all the persons will embark upon disaster planning

using a phase plan. The building emergency planning is divided into three phases:

4.2.1 Pre-disaster phase

Planning: Risk assessment and planning for preparedness will be done, the building

plans will be formulated and then discussed in a suitable forum for approval.

The disaster manual: The building disaster plan shall be written down in a document

form and copies of the same should be available in all the areas of the building.

Education and training: Regular training by suitable drills shall be undertaken in this

phase.

4.2.2 Disaster Phase

Phase of activation: Alter and notification of emergency.

Activation of the chain of command in the building.


89

Operational phase: This is the phase in which the actual tackling of mass casualties will

be performed according to the disaster/emergency plan.

Phase of deactivation: When the administration/ command of the building will be

satisfied that the influx of mass casualty victims is not continuing to overwhelm the

building facilities.

4.2.3 Post Disaster Phase

This is an important phase of disaster planning where the activities of the disaster/

emergency phase will be discussed and the inadequacies will be noted for future

improvements.

4.3 SAFETY MEASURES:

Management provides the opportunity to plan, prepare and when needed enables a

rational response in case of disasters/ mass casualty incidents (MCI). Disasters and

mass casualties can cause great confusion and inefficiency in the hospitals. They can

overwhelm the Commercial resources, staffs, space and or supplies. Lack of any

tangible plan to fall back upon in times of disaster leads to a situation where there are

many sources of command, many leaders, and no concerted effort to solve the

problem.

An internal risk management authority is formed which may undertake periodic

evaluation of safety precautions to be followed by each department for hazard

recognition with the following steps:

Building will be undertaken on a periodical basis to identify the measures taken to

prevent/reduce the impact of the potential hazards.

All peoples will be encouraged to routinely assess all activities to identify potential

hazards.

To make the proceedings easier, the all the persons will embark upon disaster planning

using a phase plan. The building emergency planning is divided into three phases:

4.3.1 Pre-disaster phase

Planning: Risk assessment and planning for preparedness will be done, the building

plans will be formulated and then discussed in a suitable forum for approval.

The disaster manual: The building disaster plan shall be written down in a document

form and copies of the same should be available in all the areas of the building.

Education and training: Regular training by suitable drills shall be undertaken in this

phase.

4.3.2 Disaster Phase

Phase of activation: Alter and notification of emergency.


90

Activation of the chain of command in the building.

Operational phase: This is the phase in which the actual tackling of mass casualties will

be performed according to the disaster/emergency plan.

Phase of deactivation: When the administration/ command of the building will be

satisfied that the influx of mass casualty victims is not continuing to overwhelm the

building facilities.

4.3.3 Post Disaster Phase

This is an important phase of disaster planning where the activities of the disaster/

emergency phase will be discussed and the inadequacies will be noted for future

improvements.

enclosure 3: environment management...

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