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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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
48
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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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%
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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3.4.2 Topographical Map
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Mehrauli South 4.57 Km N
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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Mehrauli South 5.69 Km N
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
Alteration/Addition in Motel Building at Village- Satbari, New Delhi by M/s Anant Raj Limited.
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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
Tughlaqabad South East
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.
Tughlaqabad South East
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
KotlaMubrakpur Village
South 10.86 Km NNE
Tombs of Bade-Khan, and MubarakpurKotla, Kotla
KotlaMubrakpur Village
South 10.87 Km NNE
Tomb of Mubarik Shah in Mubarikpur, Kotla
KotlaMubrakpur Village
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
Nizamuddin South East
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.
Nizamuddin South East
13.76 Km NNE
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The tomb of Isa Khan with its surrounding enclosure walls and turret, garden, gateways and mosque.
Nizamuddin South East
13.77 Km NNE
The Gate way of Arab Sarai facing North towards PuranaQila
Near Humayun’s Tomb
South East
13.78 Km NNE
The Gate way of Arab Sarai facing East towards the tomb of Humayun
Near Humayun’s Tomb
South East
13.78 Km NNE
The Tomb of Afsah-wala immediately near and to the south of Afsah-wala-ki-Masjid
Nizamuddin South East
13.87 Km NNE
The Afsah-wala-ki-Masjid situated outside the west gate of Humayun's tomb with its dalans and paved court.
Nizamuddin South East
13.89 Km NNE
NilaGumbaz outside the south corner of the enclosure of Humayun's tomb.
Nizamuddin South East
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
Nizamuddin South East
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
Nizamuddin South East
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:
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• 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.
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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
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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
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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
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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.
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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
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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
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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
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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)
928 kg/day (339 TPA)
Non- Biodegradable
Blue Recyclable Recycler 23 kg/day (8 TPA)
286 kg/day (105 TPA)
309 kg/day (113 TPA)
Plastic Blue Recyclable Recycler 23 kg/day (8 TPA)
286 kg/day (105 TPA)
309 kg/day (113 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
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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
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= 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
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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.
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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.
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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
Six Monthly All parameters mentioned in IS:456
One construction water sample
5 Noise Level Monitoring
Six Monthly Day and Night noise level Two locations
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6 Soil Quality Monitoring
Six Monthly All parameters to check soil Fertility
Two Locations in and around the
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)
Two Locations in and around the
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
Six Monthly All parameters mentioned in IS:10500
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
Two Locations in and around the
project site
8 Monitoring of Waste Generation
and other pollution control aspects
Six Monthly _ _
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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
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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
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ENCLOSURE 4. RISK ASSESSMENT
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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
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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.
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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.
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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.
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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.