OJ6 US4 JBformia

At
For
Ministtry of AYUSH
A
Schhedule: 8 (a), Category

C y: B
QC
CI Certificate no. NAB
BET/EIA/16619/RA 00664
Prrepared By
GRAASS ROOT TS RESEAR RCH & CR REATION INDIA (P) LTD.
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dited by QC
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m
GRC
C INDIA TRAINING
T G & ANALY YTICAL LABORAT
L ORY
(Accrediteed by NABL L, Recognizzed by MoE
EFCC, GoI))
A unnit of GRC India
National Institute of Unani Medicine
At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

FORM 1A
CHECK LIST OF ENVIRONMENTAL IMPACTS
SECTION 1- LAND ENVIRONMENT
1.1 Will the existing land use get significantly altered from the project that is
consistent with the surroundings? (Proposed land use must conform to the
approved Master Plan/Development Plan of the area. Change of land use, if any
and the statutory approval from the competent authority are submitted). Attach
Maps of (i) site location, (ii) surrounding features of the proposed site (within 500
meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not
available attach only conceptual plans.
National Institute of Unani Medicine is located at Ghaziabad, Uttar Pradesh. The

coordinate of the site are as under:
Latitude Longitude
28°40'37.05" N 77°28'17.83" E
28°40'35.97" N 77°28'12.05" E
28°40'44.70" N 77°28'10.26" E
28°40'45.24" N 77°28'16.09" E
The buildings around the project sites are CBI Training Academy (West direction), CPWD
Training Institute Campus (west direction), Institute of Agriculture (east direction) and
Govt. Polytechnic (south direction).
The Google Earth image showing project site and surroundings within 500 m &
Toposheet showing project site and surrounding within 10 - 15 km are enclosed as
Annexures- I and II respectively.
1.2 List out all the major project requirements in terms of the land area, built up
area, water consumption, power requirement, connectivity, community facilities,
parking needs etc.
Land Requirement
The total area of project site measures 40,468.250 m2 (10 Acres), and the total Built-up
area of the project is 56,741.766 m2. About 39,517.322 m2 of built-up area of the
project requires Environmental Clearance (EC). The detailed area statement is provided
below in Table -1. The total Built-up Area Details (including FAR + Non-FAR) for which
EC is required is summarized in Table-2.
Ministry of AYUSH Page 21

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Table-1: Detailed Statement for Total Built-Up Area

S. No. Description Area (sq. m)
1. Plot area 40,468.250
2. Permissible Ground Coverage (@35% of plot 14,163.888
area)
3. Proposed Ground Coverage (@ 21.40%) 8660.861
 Hospital Building 3645.537
 Academic Block 1996.107
 Hostel Area 1397.007
 Director’s Bungalow 208.298
 Animal House 100
 Residential Colony (Type II, III, IV, V) 993.078
 Guest House 241.837
79
 Meter Room and Guard Room
4. Permissible FAR (@1.5) 60702.375

5. Proposed FAR of the project 39059.719
 Hospital Building 16510.655
 Academic Block 9853.684
 Hostel Area 6169.706
 Director’s Bungalow 206.703
 Animal House 100
 Residential Colony (Type II,III,IV,V) 5167.813
 Guest House
972.179
6. Non FAR 19,067.047
 Total Basement Area 12,685.44
 Hospital Building services 1,926.074
 Academic Block services 1,093.36
 Hostel Area services 1492.715
 Director’s Bungalow services 17.116
machine area
 Guest House services 407.374
7. Total Built-up area 58,126.766

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

S. No. Description Area (sq. m)
8. Green Area (@ 15.07%) 6100
Table-2: Total Built-up Area Details (FAR + Non-FAR) for which EC is required
S. Particulars Area (m2)

No.
FAR Details
1. Hospital FAR 16,510.655
4. Guest House FAR 972.179
5. Residential Type II, III, IV, V 5167.813
6. Director Bungalow, Animal House 306.703
A Total FAR 23,036.35
Non-FAR Details
5 Basement Area 12,685.44
6  Hospital Building services 1,926.074
 Director’s Bungalow services 17.116
machine area
 Guest House services 407.374
B Total Non-FAR 16,480.972

Total Buildup Area (A+B) 39,517.322
The site plan is enclosed as Annexure-III.
Water Requirement
The total water requirement for the project during operation phase will be about 590 KLD,
of which 497 KLD is the water requirement of the blocks for which EC is required. The
water shall be taken from Ghaziabad Development Authority (GDA). The fresh water
requirement will be about 341.3 KLD for which EC is required.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Power Requirement
The power will be supplied by State Electricity Board. The total connected load for the
Project has been estimated as about 10 MVA. The details of power load calculation are
given in Annexure-IV.
Details of D.G Sets
Power backup has been proposed for the project. There will be 4 DG sets of total
capacity (4 X 750) 3000 kVA.
Connectivity
The project site has good connectivity via Hapur Road which is located adjacent to the
project site. The nearest Railway Station is the New Ghaziabad Railway Station which is
about 3.14 km in west direction. The Indira Gandhi International (IGI) Airport is about
37.14 km from the project site in WSW direction. The National Highway – 91 (NH-91) is
about 5 km from the project site towards West direction.
.
Parking Facilities
Adequate provision will be kept for car/vehicles parking of the project. The total parking
provided will be 501 ECS. The parking plan is enclosed as Annexure-V.
1.3 What are the likely impacts of the proposed activity on the existing facilities
adjacent to the proposed site? (Such as open spaces, community facilities, details
of the existing land use and disturbance to the local ecology).
The total area of project site measures 40,468.250 m2 (10 Acres), and the total Built-up
area of the project is 58,126.766 m2 .About 39,517.322 m2 of built-up area of the project
requires EC. The project has been well planned and appropriate measures shall be
implemented to ensure that there are no adverse impacts on the on the existing facilities
adjacent to the proposed site. The project envisages well planned infrastructure for
handling solid waste including bio-medical wastes, sewage treatment, effluent treatment,
etc.
1.4 Will there be any significant land disturbance resulting in erosion,

subsidence & instability? (Detail of soil type slope analysis, vulnerability to
subsidence, seismicity etc. may be given).
There shall be no land disturbance resulting in erosion, subsidence and instability due to
the proposed project. The site falls under the zone IV as per the Seismic Zone Map of
India. The structural design of the proposed project will be earthquake resistant taking
into account the latest provisions of Bureau of Indian Standards (BIS) Codes.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

1.5 Will the proposal involve alteration of natural drainage system? (Give details
on a contour map showing the natural drainage near the proposed project site).
No perennial or non-perennial drainage system exists in the project area. Hence, no

impact on perennial or non-perennial drainage system will be affected due to the project.
Storm water from various buildings will be connected to adjacent drain by a pipe through
catch drains to 30 RWH pits to be developed at selected locations to catch the maximum
run-off from the area. The plan showing various rainwater harvesting pits is enclosed as
Annexure-VI.
The Survey plan of NIUM Campus is enclosed as Annexure-VII.
1.6 What are the quantities of earthwork involved in the construction activity-
cutting, filling, reclamation etc. (Give details of the quantities of earthwork
involved, transport of fill materials from outside the site etc.?)
The earthwork will include soil excavation and cutting of the earth will be moved. The cut
and fill material in the project site is nearly at par and hence the need for movement of
soil to and from the site is not anticipated. The total excavated soil will be 39000 cum and
shall be reused for landscaping, filling, etc.
1.7 Give details regarding water supply, waste handling etc during construction
period.
During construction phase, water requirement will be met through Ghaziabad

Development Authority (GDA). In case of an emergency, water shall be supplied through
tankers.
Most of the labour would come from local areas. Very few labour would stay at the
construction site. The sewage generated by labour camps involved during construction
phase will be treated through septic tanks and disposed into nearest sewerage network.
Solid waste generated by labour camps involved in construction phase will be collected,
stored and transported to the nearest solid waste disposal site.
Waste handling during construction phase shall be done by the site contractor whose
responsibility lies with collection and storage of construction and demolition waste
generated on the site. All construction wastes generated during construction will be used
within the site for leveling, filling, etc. to the extent possible. The remaining debris will be
sent to the authorized agency for proper disposal as per Construction & Demolition waste
Management Rules, 2016.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

The Solid Waste Management Plan during construction phase is depicted in Figure-1.
Solid Waste
Construction
Waste
Construction Empty
waste, Cement Excavated
Broken Bricks, Bags Soil
Waste Plaster
Sold to
Used in re-filling, agency for Top soil conserved
raising site level recycling for landscaping,
Figure-1: Solid Waste Management Plan during Construction Phase
1.8 Will the low lying areas & wetlands get altered? (Provide details of how low
lying and wetlands are getting modified from the proposed activity).
The site area is a flat land and the surroundings are characterized by an urbanized
stretch. No low lying areas or wetlands are observed at the project site or its
surroundings.
1.9 Whether construction debris & waste during construction cause health
hazard? (Give quantities of various types of wastes generated during construction
including the construction labor and the means of disposal).
The construction waste is not hazardous is nature and is not expected to cause any
adverse health impacts. A significant portion of the construction waste and wood scrap
generated will be used on the site. Construction waste shall be managed a per the norms
of Construction and Demolition Waste Management Rules, 2016.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

The quantity of municipal solid waste generated will be very little, as mostly local laborer
will be employed. However, wastes generated will be collected, stored and disposed at
the nearest municipal disposal site.
No health hazards are expected during construction phase. The laborers will be provided
with face masks to minimize dust inhalation. Likewise, other personal protective
equipment including earplugs, etc. will also be provided to the labour population involved
in construction activities.
SECTION 2- WATER ENVIRONMENT
2.1 Give the total quantity of water requirement for the proposed project with the
breakup of requirements for various uses. How will the water requirement be met?
State the sources & quantities and furnish a water balance statement.
The total water requirement for the project will be about 590 KLD out of which 497 KLD
is the water requirement for the blocks for which EC is required. The source of water will
be Ghaziabad Development Authority (GDA) during operation phase. The fresh water
requirement will be about 373 KLD for which EC is required. The daily water requirement
calculations are given in Tables-3 and 4.
Table-3: Calculation for Daily Water Demand (Hospital+ Residential+ Guest House+
Director’s Bungalow+ Hostels)
S. Description Occupancy Rate of water Total Water
No. demand Requirement
(lpcd) (KLD)
A. Hospital Block
 IPD patients/ Beds 200 450 90
 OPD patients 200 15 3
 Staff (including, doctors,
nurses, Maintenance,
450 135 61
Housekeeping staff etc.) +
Attendants of IPD Patients
 Visitors of OPD patients 200 15 3
B. Residential Block
 Residential ( Type II, III, IV, V) 270 135 36.5
 Guest House 51 135 7
 Director’s Bungalow 7 135 1
 Residential Visitors 33 15 5

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

(lpcd) (KLD)
C. Academic Block 3040 45 137
D. Hostels 160 135 22
Visitors 32 15 0.5
E. Laundry 200 Beds 130/bed 26
Sub-Total (A+B+C+D+E) 392 KLD
F. Horticulture 6,100 m2 6 l/sqm 36.6
G.
HVAC Cooling* (1800 TR) 10 hrs 8 lit/TR/hr 144
H.
DG Set Cooling 3000 0.9 lit/KVA/hr 16.2
Grand total (A+B+C+D+E+F+G+H) 588.8 KLD

say 590 KLD
Table-4: Calculation for Daily Water Demand (for which EC is required)

(lpcd) (KLD)
A. Domestic water
 IPD patients/ Beds 200 450 90
 OPD patients 200 15 3
 Staff (including, doctors,
nurses, Maintenance,
450 135 61
Housekeeping staff etc.) +
Attendants of IPD Patients
 Visitors of OPD patients 200 15 3
 Residential (Type II, III, IV, V) 270 135 36.5
 Guest House 51 135 7
 Director’s Bungalow 7 135 1
 Residential Visitors 33 15 5
 Staff in Hospital Block 450 135 61
 Visitors for OPD 400 15 6
Sub-Total (A) 274 KLD

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

B. Horticulture 6100 m2 6 l/sqm 36.6
C. Laundary 200 130 l/bed 26
D.
HVAC Cooling (1800 TR) 10 hrs 8 lit/TR/hr 144
E. DG Set Cooling* 3000 0.9 lit/KVA/hr 16.2

Grand total (A+B+C+D+E) 496.8 say
497 KLD
*Considering 6 hrs of operations
The total effluent generation from the area for which EC is required is 43 kld. An Effluent
Treatment Plant (ETP) of 50 kld capacity has been proposed. The details are given in
Table-5.
Table-5: Total Wastewater Calculations w.r.t. ETP (for which EC is required)

S. Description Quantity (KLD)
No.
1. Fresh and flushing water requirement for the hospital 72.5
including:
 IPD (@15% of total IPD water requirement) 13.5
 OPD (@100% of total OPD water requirement)
 OT, Blood Bank and Lab 3
 Laundry
30
26
2. Wastewater going to ETP @ 80% of (13.5 + 3KLD) and 13.2+30+26 = 69.2
100% of (30+26 KLD) say 69 KLD
3. ETP Capacity (20% extra of waste water) 85 KLD
The total sewage generation is 188 kld. The details are given in Tables-6 and 7. An
Effluent Treatment Plant (STP) of 350 kld capacity has been proposed.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Table-6: Total waste water for the project
S. No. Description Quantity (KLD)

1. Fresh water requirement for the hospital (excluding 223.65
IPD, OPD, OT, Blood Bank, Lab& Laundry) @ 70%
of (392– 72.5 = 319.5 KLD)
2. Flushing water requirement for (excluding IPD, 95.85
OPD, OT, Blood Bank, Lab& Laundry) @ 30% of
(392– 72.5 = 319.5 KLD)
3. Wastewater going to STP @ 80% of (223.65 KLD) 178.92 + 95.85= 274.77
and 100% of (95.85 KLD) say 275 KLD
4. STP Capacity (20% extra of waste water) 330 KLD
Table-7: Total sewage generation from area for which EC is required

S. Description Quantity (KLD)
No.
1. Fresh water requirement for the project (excluding 141
IPD, OPD, OT, Blood Bank, Lab& Laundry) @ 70%
of (274 – 72.5 = 201.5 KLD)
2. Flushing water requirement for the project 60.45
(excluding IPD, OPD, OT, Blood Bank, Lab&
Laundry) @ 30% of (274– 72.5 = 201.5 KLD)
3. Wastewater going to STP @ 80% of (141KLD) and 112.8 +60.45= 173.25 say
100% of (60.45 KLD) 173 KLD
The water balance diagram for non-monsoon and monsoon seasons is enclosed as
Figures-2 and 3 respectively.

Nationaal Institute of Unani Medicine
M
At Kamla Nagar,
Ghaziabbad, Form IA
Uttar Prradesh.

TOTAAL FRESH WA ATER FRESH & FLUSHING G EF
FFLUENT GEN NERATED
REEQUIREMENT T 72.5 KLD
K WATER
W 69 KL
L
(223.6
65+72.5+45.15 KLD
K For IP
PD, OPD, OT, E
ETP CAPACITTY 85 KLD
=341.3 KLD) etc.
(72
2.5 KLD)
223..65 KLD @990%

62.1 KLD
FRESH WAT TER for the pro

oject WASTE
EWATER GEN NERATED
excluding IP
PD, OPD, OT, etc.
e @ 80 % (275 KLD)
(223
3.65 KLD) STP
P CAPACITY 350 KL
@ 100%
45.15 KLD
K
FLU
USHING WATE ER
For
F the project 95.85 KLD
exclluding IPD, OP
PD,
OT, etc.
(95.85 KLD)
@ 90 %
HO
ORTICULTUR RE 36.6 KLD
(36.6 KLD)
2247.5 KLD
DG
G Set COOLIN NG 16.2 KLD
(16.2 KLD)
HVAC
98.85 KLD
(144 KLD)
Trreated Effluent DISCHARGE TO O

EXTERRNAL SEW WER
Wastewater
W
(62
2.1 KLD)
Frresh Water
Figure
e-2: Water Balance Diagram
D for Non-Mon
nsoon Seas
son
Ministry
y of AYUSH
H Page 31
M
At Kamla Nagar,
Ghaziabbad, Form IA
Uttar Prradesh.

TOTA AL FRESH WA ATER FRESH & FLUSHING G EF
FFLUENT GEN NERATED
RE
EQUIREMENT T 72.5 KLD
K WATER
W 69 KL
L
(223.65+72.5+8.55 KLD
K For IP
PD, OPD, OT, E
ETP CAPACITTY 85 KLD
=304.7 KLD) etc.
(72
2.5 KLD)
223..65 KLD @990%

62.1 KLD
FRESSH WATER forr the WASTE

EWATER GEN NERATED
project excluding IP
PD, @ 80 % (275 KLD)
OPD, OT, etc. STP C
CAPACITY 3330 KLD
(223.65 KLD)
@ 100%
8.55 KL
LD
FLU
USHING WATE ER
For
F the project 95.85 KLD
exclluding IPD, OP
PD,
OT, etc.
(95.85
9 KLD)
@ 90 %
2247.5 KLD
DG
G Set COOLIN NG 16.2 KLD
(16.2 KLD)
HVAC
135.45 KLD
(144 KLD)
Trreated Effluent DISCHARGE TO O

EXTERRNAL SEW WER
Wastewater
W
(62
2.1 KLD)
Frresh Water
Figure-3: Watter Balance

e Diagram for Monso
oon Season
Ministry
y of AYUSH
H Page 32
At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Waste Water/ Effluent Generation & Treatment
It is expected that waste water (domestic sewage) generated from the project will be
about 330 KLD (@ 80% of fresh water, 100 % flushing water). The domestic sewage will
be treated in a onsite Sewage Treatment Plant (STP) using SBR technology. About
243.2 KLD of treated effluent will be generated, which will be reused for Flushing,
Horticulture & HVAC cooling. The surplus treated effluent will be discharged to external
sewer.
The wastewater (trade effluent) generated from OPD, IPD, OT, Blood bank and Labs will
be about 69 KLD which will be treated in onsite ETP with a capacity of 85 KLD capacity.
2.2 What is the quality of water required, in case, the supply is not from a
municipal source? (Provide physical, chemical, Biological characteristics with
class of water quality).
During operation phase, water shall be supplied by Ghaziabad Development Authority

(GDA). The total water requirement is about 590 KLD, of which total domestic water
requirement is 392 KLD. The fresh water requirement is about 152.6 KLD.
2.3 How much of water requirement can be met from the recycling of treated
wastewater? (Give the details of quantities, sources and usage)
It is expected that waste water (sewage) generated from the project will be about 275
KLD (@ 80% of fresh water, 100 % flushing water). The sewage will be treated in onsite
STP and about 247.5 KLD of treated sewage will be generated. The same will be reused
for flushing, horticulture & HVAC cooling. Surplus treated effluent will be discharged to
external sewer.
2.4 Will there be diversion of water from other users? (Please assess the impacts
of the project on other existing uses and quantities of consumption).
There will not be any diversion of water from other users and water requirements will be
met from the local municipality, i.e.. Ghaziabad Development Authority (GDA). No impact
of the project on other existing uses and quantities of consumption is expected.
2.5 What is the incremental pollution load from wastewater generated from the
proposed activity? (Give details of the quantities and composition of wastewater
generated from the proposed activity)

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

be treated in onsite STP capacity of 350 KLD generating 247.5 KLD of treated effluent
which will be reused for Flushing, Horticulture & HVAC cooling. Surplus treated effluent
will be discharged to external sewer. The STP shall be based on SBR technology.
The characteristics of raw and treated sewage are given in Table-8.
Table-8: Characteristics of raw and treated sewage

S. Parameters Raw Sewage Treated Sewage
No.
1. pH 6.5-8.5 6.5-8.5
2. Total suspended solids, mg/l 250-400 <10 t
3. Biological Oxygen Demand 300-400 <10
(BOD) (5 day at 20°C), mg/lit
5. Chemical Oxygen Demand 600-700 <30
(COD), mg/lit
be approx. 69 KLD which will be treated in onsite ETP of 85 KLD capacity. The outlet
effluent characteristics are given in Table-9.
Table-9: Outlet Effluent Characteristics

S. No. Parameters Average
Characteristics
4. pH 6.5-8.5
5. Total suspended solids, mg/l <30
6. Oil & Grease, mg/l <10
7. Biological Oxygen Demand (BOD) (5 day at <5
20°C), mg./l
5. Chemical Oxygen Demand (COD),mg/l <100
2.6 Give details of the water requirements met from water harvesting? Furnish
details of the facilities created.
Storm water from various buildings shall be connected to adjacent drain by a pipe
through catch drains connecting to 30 Rainwater Harvesting (RWH) pits at selected
locations to utilize the maximum run-off from the project area.
 Since existing topography is congenial to surface disposal, a network of storm
water pipe drains is planned adjacent to roads. All building roof water will be
brought down through rain water pipes.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

 Proposed storm water system consists of pipe drain, catch basins and
seepage pits at regular intervals for rain water harvesting and ground water
recharging.
 For basement parking, rainwater from ramps will be collected in the basement
storm water storage tank. This water will be pumped out to the nearest
external storm water drain.
 Peak hourly rainfall of 50 mm/hr shall be considered for designing the storm
water drainage system.
Rain water harvesting has been proposed and designed as per the guidelines of Central
Ground Water Authority (CGWA). The recharge pit of 3.14 × 3 × 3 × 2 Inside the
recharge pit, a recharge bore is constructed. The bottom of the recharge structure will be
kept 5 m above ground water level. At the bottom of the recharge well, a filter media is
provided to avoid choking of the recharge bore. The design specifications of the rain
water harvesting plan are as follows:
 Catchment/roofs would be accessible for regular cleaning.

 Roof will have smooth, hard and dense surface which is less likely to be damaged
allowing release of material into the water. Roof painting has been avoided since
most paints contain toxic substances and may peel off with time.
 All gutter ends will be fitted with a wire mesh screen and a first flush device would
be installed. Most of the debris carried by the water from the rooftop like leaves,
plastic bags and paper pieces will get arrested by the mesh at the terrace outlet
and to prevent contamination by ensuring that the runoff from the first 10-20
minutes of rainfall is flushed off.
 No sewage or wastewater would be admitted into the system.
 No wastewater from areas likely to have oil, grease, or other pollutants has been
connected to the system.
Calculations for storm water load
Roof-top area = Ground Coverage = 8,660.861 m2

Green Area = 6100 m2
Paved Area = Total Plot Area – (Roof-top Area + Green Area)
=40,468.250 – (8,660.861 + 6,100) = 7,681.021 m2
Runoff Load
Roof-top Area = 8,660.861 × 0.05 × 0.90
= 389.73 m3/hr
Green Area = 6100 × 0.05 × 0.1
= 30.5 m3/hr

M
At Kamla Nagar,
Ghaziabbad, Form IA
Uttar Prradesh.

Paved Area
A = 27681.021 × 0.05 x 0.90
0
= 1245.64 m3/hr
Total Ru 245.64 m3//hr = 1665.8
unoff Load = 389.73 + 30.5 + 12 87 m3/hr
Taking 15
1 minutes as Retention Time, to
otal volume
e of storm w
water (1665
5.87/4) is 416.46
m3
Taking the
t effectiv
ve dia and depth of a Recharg e pit 3 m and 4 m rrespectivelyy and
p = π d2h//4 = 3.14 × 3 × 3 × 2/4
volume of a single Recharge pit 4 = 14.13 m3
Hence, no.
n of pits required
r = 416.46
4 /14.13 = 29.47 5 or 30 Pitss.
The Rain water Harvesting pitt design is given

g in Fig
gure-4.
Figu n water Harvesting p it design

ure-4: Rain
Ministry
y of AYUSH
H Page 36
At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

2.7 What would be the impact of the land use changes occurring due to the
proposed project on the runoff characteristics (quantitative as well as qualitative)
of the area in the post construction phase on a long term basis? Would it
aggravate the problems of flooding or water logging in any way?
The project will include paved areas and thus the runoff from the plot is expected to
increase due to reduced infiltration. However, the increased runoff will not cause flooding
or water logging as a well-designed storm water drainage system will be provided. The
runoff will finally be collected into rainwater harvesting pits for groundwater recharge.
The project is not likely to have any adverse impact on the waterlogging or flooding in the
area.
2.8 What are the impacts of the proposal on the ground water? (will there be
tapping of ground water; give the details of ground water table, recharging
capacity and approvals obtained from competent authority, if any) .
No groundwater abstraction is envisaged in the proposed project.
2.9 What precautions measures have been proposed to check the surface run-off,
as well as uncontrolled flow of water into any water body?
Adequate management measures have been suggested to protect water quality during
construction phase. Excavation during monsoon season will be avoided. Care will be
taken to avoid soil erosion. Community toilets shall be constructed on the site during
construction phase and the wastewater will be treated in a septic tank and shall be
connected to the nearest sewerage network to prevent adverse impacts on water quality.
2.10 How is the storm water from within the site managed? (State the provisions
made to avoid flooding of the area, details of the drainage facilities provided along
with a site layout indication contour levels).
Most of the storm water runoff shall be collected through rainwater harvesting structures
for ground water recharge. A detailed Storm Water Management Plan will be developed
to take care of excess rainfall ruoff if any, and sites not covered under Rain Water
Harvesting Scheme. The details of Storm Water Management System are given in
Annexure-IV.
The plan will incorporate best management practices which will include the following:
 Regular inspection and cleaning of storm drains.
 Installation of clarifiers or Oil/Water separators system of adequate capacity around
parking areas and garages as per requirement.
 Cover waste storage areas.
 Avoid application of pesticides and herbicides before wet season.

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Ghaziabad, Form IA
Uttar Pradesh.

 Conducting routine inspection to ensure cleanliness.
 Preparation of spill response plans, particularly for fuel and oil storage areas.
 Provision of silt traps in storm water drains.
 Good housekeeping in the above areas.
2.11 Will the deployment of construction laborers particularly in the peak period
lead to unsanitary conditions around the project site (Justify with proper
explanation).
Mostly local laborers will be employed during construction phase and thus negligible
quantities of wastes will be generated. Community toilets will be constructed and the
wastewater generated will be treated in septic tanks prior to disposal into nearest
sewerage network.
2.12 What on-site facilities are provided for the collection, treatment & safe
disposal of sewage? (Give details of the quantities of wastewater generation,
treatment capacities with technology & facilities for recycling and disposal).
will be discharged to external sewer.
a. Inlet discharge characteristics

 Temperature : Maximum 32oC
 pH : 6.5 to 8.5
 Colour : Mild
 T.S.S. (mg/l) : 250-400 mg/l
 BOD5 (mg/l) : 300-400 mg/l
 COD (mg/l) : 600-700 mg/l
b. Final Discharge Characteristics

 pH : 6.5-8.5
 Oil & Grease : <10 mg/l
 B.O.D. : <10 mg/l
 C.O.D. : <30 mg/l
 Total Suspended Solids : <10 mg/l

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Uttar Pradesh.

c. Treatment Technology
SBRs are a variation of the activated sludge process. They differ from activated sludge
plants because they combine all of the treatment steps and processes into a single
basin, or tank, whereas conventional facilities rely on multiple basins. An SBR is no more
than an activated sludge plant that operates in time rather than space.
Basic Treatment Process

The operation of an SBR is based on a fill-and-draw principle, which consists of five
steps – fill, react, settle, decant and idle. These steps can be altered for different
operational applications.
Fill
During the fill phase, the basin receives influent sewage. The influent brings food to the
microbes in the activated sludge, creating an environment for biochemical reactions to
take place. Mixing and aeration can be varied during fill phase to create the following
three different scenarios:
Static Fill - Under a static-fill scenario, there is no mixing or aeration while the influent
sewage is entering the tank. Static fill is used during the initial start-up phase of a facility,
at plants that do not need to nitrify or denitrify and during low-flow periods to save power.
Since, the mixers and aerators remain off, this scenario has an energy-saving
component.
Mixed Fill – Under a mixed-fill scenario, mechanical mixers are active, but the aerators
remain off. The mixing action produces a uniform blend of influent sewage and biomass.
Since there is no aeration, an anoxic condition is present, which promotes denitification.
Anaerobic conditions can also be achieved during mixed-fill phase. Under anaerobic
conditions, biomass undergoes release of phosphorous. This release is reabsorbed by
the biomass once aerobic conditions are reestablished. This phosphorous release will
not happen with anoxic conditions.
Aerated Fill – Under and aerated-fill scenario, both the aerators and the mechanical-
mixing units are activated. The contents of the basin are aerated to convert the anoxic or
anaerobic zone over to an aerobic zone. No adjustments to the aerated-fill cycle are
needed to reduce organics and achieve nitrification. However, to achieve denitrification,
it is necessary to switch the oxygen off during this phase with the blowers, oxic and
anoxic conditions are created, allowing for nitrification and denitrification. Dissolved
oxygen (DO) is to be monitored during this phase so it does not go over 0.2 mg/l. This
ensures that an anoxic condition will occur during the idle phase.

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Uttar Pradesh.

React
This phase allows for further reduction or “polishing” of sewage parameters. During this
phase, no sewage enters the basin and the mechanical mixing and aeration units are on.
Since, there are no additional volume and organic loadings, the rate of organic removal
increases dramatically.
Most of the carbonaceous BOD removal occurs in the React phase. Further nitrification
occurs by allowing the mixing and aeration to continue the majority of denitrification
takes place in the mixed-fill phase. The phosphorus released during mixed fill, plus some
additional phosphorus is taken up during the react phase.
Settle
During this phase, activated sludge is allowed to settle under quiescent conditions – no
flow enters the basin and no aeration and mixing takes place. The activated sludge tends
to settle as a flocculent mass, forming a distinctive interface with the clear supernatant.
The sludge mass is called sludge blanket. This phase is critical part of the cycle,
because if the solids do not settle rapidly, some sludge can be drawn off during the
subsequent decant phase and thereby degrade effluent quality.
Decant
During this phase, a decanter is used to remove the clear supernatant effluent. Once the
settle phase is complete, a signal is sent to the decanter to initiate the opening of an
effluent-discharge valve. There are floating and fixed arm decanters. Floating decanters
maintain the inlet orifice slightly below the water surface to minimize the removal of
solids in the effluent removed during the decant phase. Floating decanters offer the
operator flexibility to vary fill and draw volumes. Fixed-arm decanters are less expansive
and can be designed to allow the operator to lower or raise the level of the decanter. It is
optimal that the decanted volume is the same as the volume is the same as the volume
that enters the basin during the fill phase. It is also important that no surface foam or
scum is decanted. The vertical distance from the decanter to the bottom of the tank
should be maximized to avoid disturbing the settled biomass.
Idle
This step occurs between decant and fill phases. The time varies, based on the influent
flow rate and the operating strategy. During this phase, a small amount of activated
sludge at the bottom of the SBR basin is pumped out - a process called wasting.
be approx. 69 KLD which will be treated in onsite ETP of 85 KL capacity.

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Uttar Pradesh.

PROCESS DETAILS
Bar Screen
Effluent from the source is usually received into the bar screen chamber by gravity.
Screen provided will remove all floating and big size matter such as plastic bottles,
polythene bags, glasses, stones, etc., which may otherwise choke the pipeline and
pumps.
Oil and Grease Trap
If the effluent generated includes higher concentrations of oil and grease, it needs to be
removed before biological treatment as it otherwise may cause problems for biological
treatment. Usually, a small civil construction tank with a baffle wall and slotted oil pipe
skimmer is provided. The oil and grease removed by gravity floats to the surface, which
is removed by the oil skimmer.
Equalization Tank
Usually, effluent generation is irregular thus, it is required to have an Equalization Tank

to maintain universal flow to keep system on regular process.
Treatment process
Online dosing of alum, lime and poly shall be dosed to control the COD and after that
effluent shall pass through the aerobic process to stabilize the biological process and
after that finally it will be pass through Tube settler to settle the waste.
Moving Bed Bio Reactor Tank
After tube settlers, the effluent shall overflow to the Moving Bed Bio Reactor Tank, is a
favourable environment for the microorganism. PVC satirized fluidized media is provided
for the prevailing of microorganism on it for the treatment of the effluent biologically. The
biologically treated effluent with bio flocs shall be transferred to the secondary settling
tank, where tube deck media is provided to enhance the settling of the bio flocs.
Chlorine tank
After settling tank, chlorine shall be dosed to remove bacterial effects at Chlorination
tank by chlorine dosing pump.

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Uttar Pradesh.

Break water tank
The clarified water shall be stored in break water tank to feed in Filtration plant and
carbon filter for final treatment.
Multi Grade Filtration Plant

After Break water tank, sewage will be pumped to filtration plant to treat further
Activated Carbon Filter

After Filtration plant, filtered water shall be pass through Activated Carbon Filter (ACF) to
remove chlorine and smell and colour.
Final treated water tank

Final treated water shall be stored in final tank for further re-use and other low end
applications.
Sludge
The sludge from the Clarifier to be removed from the bottom of the Clarifier, once in a
week by gravity to sludge holding tank and it will be pumped to sludge drying beds for
final dewatering. Final solids shall be used as manure and water shall be re-circulated to
Equalization tank.
2.13 Give details of dual plumbing system if treated waste used for flushing of
toilets or any other use.
Dual plumbing system that utilizes separate piping systems for freshwater and recycled
wastewater will be adopted for the proposed project. Treated water from the on-site STP
is estimated at 247.5 kld. The recycled water system shall utilize this treated waste water
and serve for non-contact uses such as flushing, Horticulture, fountain and HVAC cooling
purpose.
SECTION 3-VEGETATION
3.1 Is there any threat of the project to the biodiversity? (Give a description of the
local ecosystem with its unique features, if any).
No, there will not be any threat of the project to the biodiversity in the area. There are no
ecologically sensitive sites within 10 km radius of the project site.

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Ghaziabad, Form IA
Uttar Pradesh.

3.2 Will the construction involve extensive clearing or modification of vegetation?
(Provide a detailed account of the trees & vegetation affected by the project).
Extensive Clearance or modification of vegetation is not envisaged as a part of the

project. The site comprises of 6100 m2 of landscape area provided and does not support
any ecologically threatened vegetation. No tree feeling will be required only clearance of
small bushes and shrubs is envisaged. The list of species proposed to be planted. The
floral species proposed to be planted as part of greenbelt development is given in Table-
10.
Table-10: Species proposed to be planted as part of greenbelt development
Scientific Name Local Name
Albizia saman Rain Tree
Mimusops Elengi Bakul
Callestemone lanceolatus Bottle Brush
Saraca indica Ashok
Aegle marmelos Bel
Emblica officianalis Amla
Jasminum multiflorum Kunda
Withania somnifera Ashwa Gandha
Ocimum sanctum Tulsi
Gymnema sylvestree Gudmar
Bacopa monnieri Brahmi
Chlorophytum arundinaceum Safed Musli
Cymbopogon wintarianus Citronella
3.3 What are the measures proposed to be taken to minimize the likely impacts on
important site – features (Give details of proposal for tree plantation, landscaping
creation of water bodies etc. along with a layout plan to an appropriate scale?)
Restoration and landscaping of project site

The construction of the proposed project would disturb the existing topography and
physiography. Although, no major alteration of the area is expected as the layout has
been so conceived that no major impacts on this account are anticipated. It is proposed
to landscape the area, so that it integrates with the natural surroundings. It is proposed
to clear construction waste material from entire area. It should be made mandatory for
the contractor involved in construction activities to remove all the construction waste and
restore the original topography of the area. In addition, following measures are
recommended.
Garden Complex: A garden/park with local ornamentation plants and trees shall be
created in the hospital complex. All plants will be properly labelled with scientific and/or
common names.
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Uttar Pradesh.

Landscaping : Various sites in the area will be leveled/graded by constructing a series
of benches. The walls that will be constructed for containing the slope will be embedded
with local stone to integrate with the aesthetics of the area.
Greenbelt development
Green belt will be developed along the periphery of the project premises. 6100 m2 for the
project i.e. 15.07 % of the plot area will be developed as greenbelt and organized green
spaces. The general consideration involved while developing the greenbelt are:
- Local/nature trees growing upto 10 m or above in height with perennial

foliage shall be planted.
- Generally fast growing trees shall be planted
- Since, the tree trunk area is normally devoid of foliage upto a height of 3 m,
it may be useful to have shrubbery in front of the trees so as to give
coverage to this portion.
The plantation shall be at a spacing of 2.5 * 2.5 m. About 1550 trees will be planted. The
plantation and maintenance of the plantation area shall also be done by the project
proponents in association with the local horticulture department State Government. An
amount of Rs. 0.5 million can be earmarked for this purpose. The selection of species for
greenbelt development shall be done in consultation with the local horticulture
department. The proposed landscape plan is enclosed as Annexure-VIII.
.
SECTION 4-FAUNA
4.1 Is there likely to be any displacement of fauna both terrestrial and aquatic or
creation of barriers for their movement? Provide the details.
The existing land use around the proposed site is urban area and does not provide a
habitat for wild species. A few species of butterfly, avifauna and reptiles were recorded at
the site, which are common and are commonly found in the area. The proposed
multilayered peripheral greenbelt will provide an excellent habitat for the native fauna.
4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.
The project will not have any direct or indirect impacts on the avifauna of the area.
However, planting of trees in the proposed greenbelt will be an attraction to the local bird
population which will provide shelter and niche for the birds

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Ghaziabad, Form IA
Uttar Pradesh.

4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse
impacts on fauna.
Not Applicable
SECTION 5-AIR ENVIRONMENT
5.1 Will the project increase atmospheric concentration of gases & result in heat
islands? (Give details of background air quality levels with predicted values based
on dispersion models taking into account the increased traffic generation as a
result of the proposed construction).
The background ambient air quality data is given in Table-11.
Table-11: Ambient Air Quality Data

Ambient Air Quality Data(May-2018) Location: (Project site)
3 3
PM2.5,µg/m PM10,µg/m SO2 µg/m3 NO2,µg/m3 CO, µg/m3
S. ,
Date
No. Gravimetric IS:5182:Pt-23 IS:5182:Pt- IS:5182:Pt- IS:5182:Pt-
2 6 10
1 02.05.2018 107.4 193.3 10.0 44.1 1830
2 06.05.2018 104.7 180.6 7.8 38.7 1640
3 10.05.2018 113.7 196.7 8.1 46.6 1870
4 14.05.2018 109.6 187.2 11.4 39.2 1650
5 16.05.2018 93.8 171.7 10.1 42.6 1690
6 20.05.2018 106.5 191.8 11.4 45.5 1930
7 24.05.2018 103.9 194.9 9.0 43.8 1810
8 28.05.2018 92.8 164.8 12.3 46.4 1760
Min 92.8 164.8 7.8 38.7 1640
Max 113.7 196.7 12.3 46.6 1930
Average 104.1 185.1 10.0 43.4 1773
98
Percentile 113.1 196.4 12.2 46.6 1922
NAAQS
(For 24 hrly
monitoring
60 100 80 80 4000
except CO)
CO For one
Hr

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Ghaziabad, Form IA
Uttar Pradesh.

The project will not result in heat island effect. Fugitive dust in the main pollutant
envisaged from different construction activity that shall be prevented by water spraying &
screening the construction activity with the help of tarpaulin. The other important source
of pollution is D.G sets which will be used at the time of power failure. However, impacts
due to the same shall be marginal in nature. The total ground level concentrations have
been assessed with predicted incremental values based on dispersion model tanking into
the account of increased traffic load, which is beyond permissible limit.
5.2 What are the impacts on generation of dust, smoke, odorous fumes or other
hazardous gases? Give details in relation to all the meteorological parameters.
During operation phase, there will be increase in atmospheric concentration of gases and
particulate matter due to operation of DG sets. 4 DG Sets of total capacity 3000 kVA (4 x
750 kVA) each will be provided for back up electricity supply during power failure. This
will cause emissions of PM, SO2, NO2 and CO. However, DG Sets will be operational
only during power failure and low sulphur diesel will be used. Adequate stack heights for
DG Sets will be provided as per the stipulated guidelines of Central Pollution Control
Board (CPCB) to facilitate natural dispersion of exhaust gases.
5.3 Will the proposal create shortage of parking space for vehicles? Furnish
details of the present level of transport infrastructure and measures proposed for
improvement including the traffic management at the entry and exit to the project
site.
Adequate provisions will be made for car/vehicle parking at the project site. Ambulance
parking shall also be provided additionally. Details are provided below:
As per MoEFCC Norms:
For Hospitals = 1 ECS / 2 beds
As per state bye Laws:-
Hospital Parking = 1.5 ECS/100 sq. m

Academic Block = 1 ECS/100 sq. m
Guest House = 1 ECS/2 rooms
2 Hostels = 1 ECS/100 sq. m
Residential = 1 ECS/unit
Total Parking = 478 ECS

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Uttar Pradesh.

Proposed Parking:-
Area for Open Parking = 4603.813 m2

= 4603.813/23 = 200 ECS
Area for Basement Parking = 9625.56 m2
= 9625.56/32 = 301 ECS
Hence, total proposed parking for the project is 501 ECS.
5.4 Provide details of the movement patterns with internal roads, bicycle tracks,
pedestrian pathways, footpaths etc, with areas under each category.
Internal roads of adequate width, footpaths/pedestrian pathways have been well planned
for the proposed project. A site layout plan is attached showing details about the
provisions for footpaths, pedestrian pathways, internal roads, etc.
5.5 Will there be significant increase in traffic noise & vibrations? Give details of
the sources and the measures proposed for mitigation of the above.
Significant impact of noise has been anticipated within and outside of the project site due
to provision of wide roads for smooth flow of traffic and greenbelt along the roads. Noise,
due to the traffic, within site, will result in a marginal increase in ambient noise levels,
which will cause slight increase in noise level. The ambient noise level data is given in
Table-12.
Table-12: Ambient Noise level data

S. Location ZONE LIMIT (as per CPCB Observed value,
No. Guidelines),Leq dB(A) Leq, dB(A)
DAY* NIGHT** DAY* NIGHT**
1 PROJECT SITE Silance Zone 50 40 58.2 44.2
* Day time 6.00AM TO 10.00PM

** Night time 10.00PM TO 6.00AM
5.6 What will be the impact of D.G. sets and other equipment on noise levels and
vibration in ambient air quality around the project site? Provide details.
During operation phase, major source of noise would be the increased vehicular
movement. The operating standard in a hospital project is the noise level in the Silence
Zone is an area comprising of not less than 100 m around hospitals, educational
institutions, court, religious places or any other area which is declared as such by the
competent authority. The permissible Noise level for Silence Zone are 50 dB(A) in day

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Uttar Pradesh.

time (6 AM to 9 PM) and 40 dB(A) in night time (9 PM to 6 AM). Appropriate measures
shall be taken by the local administration to maintain the prescribed noise level.
During operation phase, vehicular movement and operation of DG sets are the major
sources of noise pollution. However, operation of DG set and vehicular movement will not
have any significant impact on the people residing in the area.
Since DG sets will not be operational continuously and moreover it will be placed away
from residential settlements and will be enclosed with suitable enclosures, hence no or
minimal impact will be anticipated. It is envisaged that the movement of the motor
vehicles will be restricted to designated carriageways only. However, following measures
to control noise from DG sets are recommended:
 Maximum permissible sound pressure level for new diesel generator sets with
rated capacity upto 1000 KVA shall be 75 dB(A) at 1 m from the enclosure
surface.
 Noise from DG set should be controlled by providing an acoustic enclosure or by
treating the enclosure acoustically.
 Acoustic Enclosure shall be made of CRCA sheets of appropriate thickness and
structural/ sheet metal base. The walls of the enclosure shall be insulated with fire
retardant foam so as to comply with the 75 dB(A) at 1 m sound levels specified by
Central Pollution Control Board (CPCB), Ministry of Environment, Forest and
Climate Change (MOEF&CC).
 Acoustic enclosure/acoustic treatment of the room shall be designed for minimum
25 dB (A) Insertion Loss or for meeting the ambient noise standards, whichever is
on the higher side.
 DG set shall also be provided with proper exhaust muffler.
 DG set will be mounted on vibration isolator pads to reduce impacts of noise and
vibrations.
 Proper routine and preventive maintenance procedure for the DG set shall be set
and followed in consultation with the DG set manufacturer which would help
prevent noise levels of the DG set from deteriorating with use.

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Uttar Pradesh.

SECTION 6-AESTHETICS
6.1 Will the proposed construction in any way result in the obstruction of a view,
scenic amenity or landscapes? Are these considerations taken into account by the
proponents?
The site lies in an urbanized settlement and is well planned. Thus, no obstruction of view
or scenic beauty or landscape is anticipated. Furthermore, the construction will be
planned in such a way that the organized open spaces and landscaped areas will render
the plot aesthetically appealing.
6.2 Will there be any adverse impacts from new constructions on the existing
structures? What are the considerations taken into account?
The proposed project site lies in an urbanized settlement and is well planned. No
adverse impacts of the proposed structure are expected on the existing structures.
6.3. Whether there are any local considerations of urban form & urban design
influencing the design criteria? They may be explicitly spelt out.
The project will strictly follow the Area Building Regulations of National Building Code
(NBC). All norms on Ground Coverage, FAR, Height, Setbacks, Fire Safety
Requirements, Structural Design and other parameters will be strictly adhered to.
6.4 Are there any anthropological or archaeological sites or artifacts nearby?

State if any other significant features in the vicinity of the proposed site have been
considered?
No anthropological or archaeological sites or artifacts are found near the site area. The
archeological monuments of historical significance are not observed within 10 km of the
project site.
SECTION 7-SOCIO-ECONOMIC ASPECTS
7.1 Will the proposal result in any changes to the demographic structure of local
population? Provide the details.
The proposed project envisages to develop an institute for Unani Medicine. The project
will have residential (hostel) facilities for students faculty and other staff. A 200 bed
hospital is also proposed as a part of the project. The proposed project thus, is not
expected to lead to any charges in the demographic structure.

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Uttar Pradesh.

Construction phase: Local labours will be engaged during construction phase,
alteration to the existing demographic profile of the area is not anticipated.
Operation Phase: The proposed project shall open an institute for training doctors in
Unani medicine. The project will serve as an alternative mode of treatment. Patients will
come from various parts of the country shall visit the hospital for treatment as OPD and
IPD patients. The project is not likely to have significant impact on socio-economic profile
of the area.
7.2 Give details of the existing social infrastructure around the proposed project.
The project site has good connectivity via. Hapur Road which is adjacent to the project
site. The nearest Railway Station is New Ghaziabad Railway Station which is approx.
3.14 km away in West direction. IGI Airport is approx. 37.14 km from the project site in
WSW direction. NH 91 is about 5 Km from the project site towards West direction.
7.3 Will the project cause adverse effects on local communities, disturbance to
sacred sites or other cultural values? What are the safeguards proposed?
Local labour will be engaged during construction phase, alteration to the existing
demographic profile of the area will not be anticipated. Some of the locals will get
employment which will have positive impact on the cultural values. There are no historical
or archeological monuments of significance within the project area and hence no
negative impact in this regard is anticipated.
The infrastructure development related to the proposed hospital project will be likely to
cause appreciation of real estate prices in the nearby areas. Locals with any holdings in
neighboring areas are likely to benefit economically.
During project operation phase, patients will come from various parts of the country for
treatment. There are no sacred sites or other cultural values in the vicinity of the project
area, Hence, no major impact on sacred sites or other cultural values is anticipated.
Thus, no safeguards measures are required.
a. Income Generation Opportunity
The proposed project is likely to mushroom allied economic activities in the vicinity of the
project area, including low cost house rental units, nursing activities, vehicle suppliers,
etc. Considering the fact that the project is located in Ghaziabad area, which are highly
developed impacts on socio-economic aspects are expected to be marginal in nature.
A traffic plan will be adopted to minimize traffic flow interference from construction
activities and obstructions will be minimized through-traffic lanes.

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Ghaziabad, Form IA
Uttar Pradesh.

SECTION 8-BUILDING MATERIALS
8.1 May involve the use of building materials with high embodied energy. Are the
construction materials produced with energy efficient processes? (Give details of
energy conservation measures in the selection of building materials and their
energy efficiency)
For the purpose of paved path, sun dried pavers will be used instead of baked pavers as
they are manufactured from energy efficient processes. Non-toxic Paints and Fly ash
products will be used wherever possible.
Details of energy conservation measures in the selection of building materials and their
energy efficiency is enclosed as Annexure-IX.
8.2 Transport and handling of materials during construction may results in

pollution, noise and public nuisance. What measures are taken to minimize the
impacts?
Mitigation Measures for Air Pollution during Construction Stage
a) Control of Emissions
 The contractor will be responsible for maintaining properly functioning

construction equipment to minimize exhaust.
 Construction equipment and vehicles will be turned off when not used for
extended periods of time.
 Unnecessary idling of construction vehicles to be prohibited.
 Effective traffic management to be undertaken to avoid significant delays in and
around the project area.
 Road damage caused by sub-project activities will be promptly attended to with
proper road repair and maintenance work.
b) Air Pollution control due to DG sets
 Location of DG sets and other emission generating equipment should be decided

keeping in view the predominant wind direction so that emissions do not effect
nearby residential areas.
 Stack height of DG sets to be kept in accordance with CPCB norms, which
prescribes the minimum height of stack to be provided with each generator set to
be calculated using the following formula:
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Uttar Pradesh.

H = h+0.2x √KVA
H = Total height of stack in m
h = Height of the building in m where the generator set is installed
KVA = Total generator capacity of the set in KVA
c) Dust Control
 Identification of construction limits (minimal area required for construction

activities).
 Contractors will be required to cover stockpiled soils and trucks hauling soil, sand,
and other loose materials
 Contractor shall ensure that there is effective traffic management at site.
 The roads, construction area and vicinity (access roads, and working areas) shall
be sprinkled with water on daily basis to suppress dust.
Mitigation Measures for Noise Pollution during Construction Stage
a) Control of Vehicular Noise
 Vehicles to be equipped with mufflers recommended by the vehicle manufacturer.

 Staging of construction equipment and unnecessary idling of equipment within
noise sensitive areas to be avoided whenever possible.
 Monitoring of noise levels will be conducted during the construction phase of the
project. In case of exceeding of pre-determined acceptable noise levels by the
machinery will require the contractor(s) to stop work and remedy the situation
prior to continuing construction.
b) Control of Noise from DG Sets
 Maximum permissible sound pressure level for new diesel generator sets with
surface.
 Noise from the DG set should be controlled by providing an acoustic enclosure or
by treating the enclosure acoustically.
 DG set shall also be provided with proper exhaust muffler.
 A proper routine and preventive maintenance procedure for the DG set shall be
set and followed in consultation with the DG set manufacturer which would help
prevent noise levels of the DG set from deteriorating with use
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 Use of such plant or machinery shall not be allowed during night time. Careful
planning of machinery operation and scheduling of operations shall be done to
minimise such impact.
 To prevent any occupational hazard, working in high noise areas shall be provided
with ear plugs and other personal protective equipment.
8.3 Are recycled materials used in roads and structures? State the extent of
savings achieved?
Yes, recycled materials will be bought from outside sources and will be used as fillers in
base and sub-base of the carriageway, footpaths pavements or pedestrian way, as
needed.
8.4 Give detail of the methods of collection, segregation & disposal of the
garbage generated during the operation phases of the project.
The solid waste of the project will be segregated into biodegradable waste and non-
biodegradable. Biodegradable waste and non-biodegradable waste will be collected in
separate bins. The recyclable wastes will be sent off to recyclables.
The total estimated Bio-medical waste generation is 75 kg/day from Hospital Building
which will be handed over to the CPCB approved biomedical waste handlers for which
tenders will be floated and MoU will be made with the approved vendors.
 Collection and Segregation of waste

 For Hospital waste collection, adequate numbers of colored bins (Red, Yellow,
Black, Blue and dark blue bins) are proposed to be provided at the strategic
locations of the Hospital area.
 Red bins: For the disposal of IV tubings, plastic bottles, syringes without needles,
drainage tubes, catheters, locally autoclaved microbiological waste.
 Black bins: For the discard of paper, wrappers, tissue and other general items.
 Blue bins: For the disposal of glass bottles, ampoules, broken glass, vials, other
glass items.
 Dark Blue bins: For the disposal of sharps. Does not contain disinfectant. Includes
needles, stillet, lancets and blades.
 Treatment of waste
 Bio-Degradable wastes
1. Bio-degradable waste will be disposed-off through a government approved vendor

for decomposition.
2. STP sludge is proposed to be used for horticultural purposes as manure.
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3. Horticultural Waste is proposed to be composted and will be used for gardening
purposes.
 Recyclable wastes
1. Grass Recycling – The cropped grass will be spread on the green area. It will act
as manure after decomposition.
2. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.
 Disposal
Recyclable and non-recyclable wastes will be disposed through Govt. approved agency.
Hence, the Municipal Solid Waste Management will be conducted as per the guidelines
of Municipal Solid Wastes (Management and Handling) Rules, 2016. Bio-Medical waste
will be disposed through the govt. approved vendors for Bio-Medical waste. Bio-Medical
waste management will be conducted as per the Bio-Medical Waste (Management and
Handling) Rules, 2016.
A Solid waste management Scheme is depicted in the figure for the “National Institute of
Unani Medicine”. Hospital Waste generated will be collected in the color coded bins and
will be handed over to the government approved vendor for disposal.
The Solid Waste Management Scheme for implementation during operation phase is
enclosed as Figure-5.

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Uttar Pradesh.

Hospital Waste
Microbiological and Waste sharps and Discarded General waste such

Biological wastes, Solid waste medicines, as official waste,
Soiled wastes, Solid Cytotoxic drugs food waste &
waste and chemical waste garden waste
Red Bins Blue Bins Black Bins Green Bins
Disposed-off through Govt. approved vendor

with approval of biomedical waste
management
Biodegradable Non-Biodegradable
Waste Waste
Composting through Disposed-off by

OWC Govt. approved
Vendors
Figure-5: Solid Waste Management Scheme during Operation Phase

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SECTION 9-ENERGY CONSERVATION
9.1 Give details of the power requirements, source and supply, backup source
etc. What is the energy consumption assumed per square foot of built-up area?
How have you tried to minimize energy consumption?
The energy/power requirements are proposed to be met by the State Electricity Board.
The total connected load for this Project has been estimated at about 10 MVA.
To minimize the energy consumption effective measures have been incorporated in

following manners:
 All external lighting shall be BEE star rated.
 All common spaces including street lights (where there is no use of light for
reading purposes), shall be of “LED”.
 Hot water requirement shall be met by solar water heating systems.
 Integration of automated system to operate electrical equipment as per load
requirement to save energy.
9.2 What type and capacity of power backup do you plan to provide?
Power backup has been proposed for the hospital project. There will be DG 4 sets of total
capacity (4 x 750) 3000 kVA.
9.3 What are the characteristics of the glass you plan to use? Provide
specifications of its characteristics related to both short wave and long wave
radiation?
The proposed project will involve uses of clear & tinted glass having U-value of 2.67 to
3.97 W/m2K.
9.4 What passive solar architectural features are being used in the building?
Illustrate the applications made in the proposed project.
Passive solar design refers to use of the sun’s energy for the heating and cooling of living
spaces. Pergolas, projections, façade elements, metal louvers will be provided for sun
shading to reduce the heat influx into the building and thus reduce the air conditioning
loads.

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9.5 Does the layout of street & building maximize the potential for solar energy
devices? Have you considered the use of street lighting, emergency lighting and
solar hot water systems for use in the building complex? Substantiate with details.
The layout of buildings has been done as per the sun path analysis so that the design
cuts off direct radiations of critical hours which are specific to the orientation. Solar
energy will be harnessed to meet various energy requirements of the proposed project
such as: Solar panels, water heaters etc.
9.6 Is the shading effectively used to reduce cooling / heating lands? What
principles have been used to maximize the shading of walls on the East and the
West and the Roof? How much energy saving has been effected?
Pergolas, projection, façade elements, metal louvers will be provided to reduce cooling
loads. Green area and open areas will be so spaced that a reduction in temperature is
achieved.
9.7 Do the structures use energy-efficient space conditioning, lightening and

mechanical systems? Provide technical details. Provide details of the transformers
and motor efficiencies, lightening intensity and air conditioning load assumption?
Are you using CFC and HCFC free chillers? Provide specifications.
Yes. The walls and rooms will be insulated such that air conditioning load is reduced.
Well-designed building structures will allow natural light to be used in the building.
Measures prescribed in Energy Conservation Building Code 2007 will be adopted to
reduce the heat influx by walls, roofs and openings. Only prescribed quality of glasses
will be used. Chillers will be CFC/ HCFC type.
9.8 What are the likely effects of the building activity in altering the micro-
climates? Provide a self-assessment on likely impacts of the proposed
construction on creation of heat island & inversion effects?
Heat emissions from the proposed construction may be from the following sources:
 Heat absorbed from the paved and concrete structures
 Heat generated from equipment/appliances
 Heat increase due to population increase in the project.
However, the heat generated will not be significant and will be dissipated in the greens
and open areas provided within the project area.

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9.9 What are the thermal characteristics of the building envelope? (a) Roof (b)
external walls and (c) fenestration? Give details of the material used and the U
value or the R values of the individual components.
The roof tops of the buildings will be planned with puffing/bricks bat coba for water
proofing and thermal insulation.
External wall-external opening will have regular door windows with slightly tinted glass.
Regular walls have some cladding/fixture paints. The ECBC guidelines will be considered
as shown below:
The U value of various construction materials envisaged to be used in the proposed

building is given in Table-13.
Table-13: List of Construction Materials

Type of Construction U Values (in W/m2deg C)
WALLS:
Bricks:
Plastered both sides-114mm 3.24
Solid, Unplastered-228mm 2.67
Plastered both sides-228mm 2.44
Concrete, ordinary, Dense:
-152mm 3.58
-203mm 3.18
Concrete block, cavity, 250mm (100mm + 50mm), outside rendered, inside plastered
Aerated concrete blocks 1.19
Hollow concrete block, 228mm, single skin outside rendered, inside plastered
Aerated concrete blocks 1.70
Roofs pitched
Tiles, slates on boarding and felt with plaster 1.70
ceiling
Roofs flat
Reinforced concrete slab, 100mm, screed 3.35
63-12mm, 3 layers, bituminous felt
Floors
Concrete on ground or hardcore fill 1.13
+GranoTerazzo or tile finish 1.13
+Wood block finish 0.85
Windows
Exposure South, Sheltered:
Single glazing 3.97
Double glazing 6mm space 2.67

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9.10 What precautions & safety measures are proposed against fire hazards?
Furnish details of emergency plans.
Fire protection work has been considered for the following.

 Static water storage tanks
 Fire pumps & Accessories.
 External Fire Hydrants.
 Wet Riser System.
 Fire Sprinkler System.
 Portable Fire extinguisher.
 Clean agent suppression system.
 Water Curtain System for basement.
9.11 If you are using glass as wall materials, provide details and specifications
including emissivity and thermal characteristics.
The project will be a Hospital project will involve use of glass as wall material. All
fenestration with U-factors, SHGC, or visible light transmittance determined, certified, and
labeled in accordance ISO 15099 shall be adopted.
9.12 What is the rate of air infiltration in to the building? Provide details of how you
are mitigating the effects of infiltration.
NIUM will be an air-conditioned Hospital; air infiltration will be kept to required minimum
level.
9.13 To what extent the non–conventional energy technologies are utilized in the
overall energy consumption? Provide details of the renewable energy technologies
used.
Solar energy will be variedly used as:

 Green CFLs will be used in buildings to minimize the energy consumption.
 Solar water heating systems will be used to achieve minimum of 50% hot water
requirement.
 Green area is provided along with tree plantation which will result in natural air
cooling and will reduce the load on conventional energy sources.

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10. ENVIRONMENT MANAGEMENT PLAN
10.1 GENERAL
Based on the environmental baseline conditions, planned project activities and impacts
assessed the Environmental Management Plan (EMP) enumerating set of measures to
be adopted to minimize the adverse impacts. The most reliable way to ensure the
implementation of EMP is to integrate the management measures in various phases of
project development.
The measures include mitigation or enhancement measures in this project as found

appropriate to the nature of impacts and are categorized as below:
 Environmental Management Plan (EMP) for construction phase.
 Environmental Management Plan (EMP) for operation phase.
The various aspects to be covered in the above referred categories are listed in the
following paragraphs.
Environmental Management Plan (EMP) for construction phase

The various aspects to be covered as a part of EMP during construction phase are:
 Control of environmental degradation due to congregation of labour population
during construction phase
 Restoration and landscaping of project site
 Health facilities during construction phase
 Air pollution control measures
 Noise control measures.
Environmental Management Plan (EMP) for operation phase
The various aspects to be covered as a part of EMP during construction phase are:
 Bio-medical waste management
 Sewage treatment
 Control of air pollution from incinerator
 Noise control measures
 Rain Water Harvesting
 Greenbelt development

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10.2 ENVIRONMENTAL MANAGEMENT PLAN (EMP) FOR CONSTRUCTION
PHASE
10.2.1 Control of environmental degradation due to congregation of labour
population during construction phase
Most of the labour shall be locally hired and a very small number of labour population is
likely to stay at site. Adequate facilities including drinking water, sanitation, housing, etc.
shall be provided. During construction phase, septic tanks and community toilets will be
commissioned to treat the sewage to be generated from labours. The treated effluent
from septic tank shall be connected to the nearest sewerage network. The septic tanks
will be cleaned once in six months and the sludge so generated shall be disposed with
the assistance of GDA.
10.2.2 Restoration and landscaping of project site
The construction of the proposed project is not expected to significant disturb the existing
topography and physiography. Although no major alteration of the area is expected, it is
proposed to landscape the area, so that it integrates with the natural surroundings. It is
proposed to clear construction waste material from entire area. It should be made
mandatory for the contractor involved in construction activities to remove all the
construction waste and restore the original topography of the area. In addition, following
measures are recommended.
Garden Complex: A garden/park with local ornamentation plants and trees shall be
created in the hospital complex. All plants will be properly labelled with scientific and/or
common names.
Landscaping: Various sites in the area will be leveled/graded by constructing a series of

benches. The walls that will be constructed for containing the slope will be embedded
with local stone to integrate with the aesthetics of the area.
10.2.3 Air pollution control measures
a) Control of Emissions
Minor air quality impacts will be caused by emissions from construction vehicles,
equipment and DG sets, and emissions from transportation traffic. Frequent truck trips
will be required during the construction phase for delivery of construction material. The
following measures are recommended to control air pollution:
 Contractor will be responsible for maintaining properly functioning construction

equipment to minimize exhaust.

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b) Air Pollution control due to DG sets
 The contractor will be responsible for maintaining properly functioning

construction equipment to minimize exhaust.
c) Air Pollution control due to DG sets
 Location of DG sets and other emission generating equipment should be decided

keeping in view the predominant wind direction so that emissions do not effect
nearby residential areas.
 Stack height of DG sets to be kept in accordance with CPCB norms, which
prescribes the minimum height of stack to be provided with each generator set to
be calculated using the following formula:
H = h+0.2x √KVA
H = Total height of stack in m
h = Height of the building in m where the generator set is installed
KVA = Total generator capacity of the set in KVA
d) Dust Control
 Identification of construction limits (minimal area required for construction

activities).
 Contractors will be required to cover stockpiled soils and trucks hauling soil, sand,
and other loose materials

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Uttar Pradesh.

 Contractor shall ensure that there is effective traffic management at site.
 The roads, construction area and vicinity (access roads, and working areas) shall
be sprinkled with water on daily basis to suppress dust.
10.2.4 Noise control measures
The contractors will be required to maintain properly functioning equipment and comply
with occupational safety and health standards. The construction equipment will be
required to use available noise suppression devices and properly maintained mufflers.
 Vehicles to be equipped with mufflers recommended by the vehicle manufacturer.

 Staging of construction equipment and unnecessary idling of equipment within
noise sensitive areas to be avoided whenever possible.
 Use of temporary sound fences or barriers to be evaluated.
 Notification will be given to residents residing within 300 feet (about 90 m) of
major noise generating activities. The notification will describe the noise
abatement measures that will be implemented.
 Monitoring of noise levels will be conducted during the construction phase of the
project. In case of exceeding of pre-determined acceptable noise levels by the
machinery will require the contractor(s) to stop work and remedy the situation
prior to continuing construction.
The following Noise Standards for DG sets are recommended for the running of DG sets
during the construction:
 The maximum permissible sound pressure level for new diesel generator sets with
surface.
 Noise from the DG set shall be controlled by providing an acoustic enclosure or by
treating the enclosure acoustically.
 Acoustic Enclosure shall be made of CRCA sheets of appropriate thickness and
structural/ sheet metal base. The walls of the enclosure should be insulated with
fire retardant foam so as to comply with the 75 dB(A) at 1m sound levels specified
by CPCB, Ministry of Environment, Forest and Climate Change (MOEF&CC).
 Acoustic enclosure/acoustic treatment of the room shall be designed for minimum
25 dB(A) Insertion Loss or for meeting the ambient noise standards, whichever is
on the higher side.
 DG set should also be provided with proper exhaust muffler with insertion loss of
minimum 25 dB(A).
 Proper efforts to be made to bring down the noise levels due to the DG set,
outside its premises, within the ambient noise requirements by proper siting and
control measures.

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 A proper routine and preventive maintenance procedure for the DG set should be
set and followed in consultation with the DG set manufacturer which would help
prevent noise levels of the DG set from deteriorating with use.
Design Features of Acoustic Enclosure
- Silencer suitably optimized to meet stringent sound emission standards laid down
by MoEF / CPCB
- Base rail with integral fuel tank (285 liters capacity) is provided with drain plug, air
vent, inlet and outlet connection, level indicator, manhole etc.
- Specially designed to meet stringent MoEF&CC/ CPCB norms of 75 dBA @ 1mtr
at 75% load under free field conditions
- Designed to have optimum serviceability
- Air inlet louvers specially designed to operate at rated load even at 500C air inlet
temperature
- Made on special purpose CNC machines for consistency in quality and
workmanship
- Powder coated for long lasting service life and superior finish With UV resistant
powder coating, can withstand extreme environments
- Use of stainless steel hardware - Insulation material meets exacting IS 8183
specs for better attenuation
10.2.5 Prevention of soil contamination
Vehicle/machinery and equipment operation, maintenance and refueling will be carried

out in such a fashion that spillage of fuels and lubricants does not contaminate the
ground. Oil interceptors will be provided for vehicle parking, wash down and refueling
areas within the construction camps. Fuel storage will be in proper bunded areas. All
spills and collected petroleum products will be disposed off in accordance with guidelines
of Uttar Pradesh Pollution Control Board.
10.2.6 Top Soil Management
To minimize disruption of soil and for conservation of top soil, the contractor shall keep
the top soil cover separately and stockpile it. After the construction activity is over, top
soil will be utilized for landscaping activity. Other measures, which will be followed to
prevent soil erosion and contamination include:
 Maximize use of organic fertilizer for landscaping and green belt development
 To prevent soil contamination by oil/grease, leaf proof containers will be used for
storage And transportation of oil/grease and wash off from the oil/grease handling

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Uttar Pradesh.

area shall be drained through impervious drains and treated appropriately before
disposal. .
 Removal of as little vegetation as possible during the development and revegetation
of bare areas after the project.
 Working in a small area at a point of time (phase wise construction)
 Construction of erosion prevention troughs/ berms.
10.2.7 Safety practices during construction phase
The Contractor is required to comply with all the precautions as required for the safety of
the workers as per the International Labour Organisation (ILO) Convention No. 62 as far
as those are applicable to this contract. The contractor will supply all necessary safety
appliances such as safety goggles, helmets, masks, etc., to the workers and staff. The
contractor shall to comply with all regulation regarding, working platforms, excavations,
trenches and safe means of entry and egress.
In order to guarantee construction safety, efficient lighting and safety signs shall be
installed on temporary roads during construction and adequate traffic regulations shall be
adopted and implemented for temporary roads.
10.2.8 Traffic management during construction phase
Temporary diversions will be constructed with the approval of the Engineer. Detailed
Traffic Control Plans will be prepared and submitted to the Engineer for approval, 5 days
prior to commencement of works on any section of road. The traffic control plans shall
contain details of temporary diversions, details of arrangements for construction under
traffic, details of traffic arrangement after cessation of work each day, safety measures
for transport of hazardous material and arrangement of flagmen. Special consideration
will be given to the preparation of the traffic control plan for safety of pedestrians and
workers at night.
The Contractor will ensure that the diversion/detour is always maintained in running
condition, particularly during the monsoon to avoid disruption to traffic flow.
10.3 ENVIRONMENTAL MANAGEMENT PLAN (EMP) FOR OPERATION PHASE
10.3.1 Bio-medical waste management
As mentioned earlier, the Bio-Medical Waste Management Rules, 2016 classify the bio-
medical waste into twelve categories. The bio-medical waste must be segregated in
accordance to the guidelines laid under Schedule-I of Bio-medical Waste Management
Rules, 2016 notified by Ministry of Environment and Forests. The rules also prescribe

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Uttar Pradesh.

the colour coding and types of containers to be used for disposal of bio-medical waste.
The Biomedical wastes categories and their segregation, collection, treatment,
processing and disposal options are given in Table-14.
Table-14: Biomedical wastes categories and their segregation, collection,

treatment, processing and disposal options
Category Type of Waste Type of Bag or Treatment and
Container to be Disposal options
used
(1) (2) (3) (4)
Yellow (a) Human Anatomical Yellow coloured Incineration or
Waste: non-chlorinated Plasma Pyrolysis or
Human tissues, organs, plastic bags deep burial*
body parts and fetus below
the viability period (as per the
Medical Termination of
Pregnancy Act 1971,
amended from time to time).
(b)Animal Anatomical
Waste :
Experimental animal
carcasses, body parts,
organs, tissues,
including the waste generated
from animals used in
experiments or testing in
veterinary hospitals or
(c)llSoiled Waste:
i lh Incineration or
Items contaminated with Plasma Pyrolysis or
blood, body fluids like deep burial*
dressings, plaster casts,
cotton swabs and bags
In absence of
containing residual
above facilities,
or discarded blood and blood
autoclaving or
components.
micro-waving/
hydroclaving followed
by shredding or
mutilation or
combination of
sterilization and
shredding. Treated
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used
(1) (2) (3) (4)
waste to be sent for
energy recovery.
(d) Expired or Discarded Yellow coloured Expired cytotoxic
Medicines: Pharmaceutical non-chlorinated drugs and items
waste like antibiotics, cytotoxic plastic bags or contaminated with
drugs including all items containers cytotoxic drugs to be
contaminated with cytotoxic returned back to the
drugs along with glass or manufacturer or
plastic ampoules, vials etc. supplier for
incineration at
temperature
>1200 0C or to
common bio-medical
waste treatment
facility or hazardous
waste treatment,
storage and disposal
facility for incineration
at >12000C Or
Encapsulation or
Plasma Pyrolysis at
>12000C.
All other discarded

medicines shall be
either sent back to
manufacturer or
disposed by
incineration.
(e) Chemical Waste: Yellow coloured Disposed of by

Chemicals used in containers or incineration or
production of biological and non-chlorinated Plasma
used or discarded plastic bags Pyrolysis or
disinfectants. Encapsulation in
hazardous waste
treatment, storage
and
di l f ili

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used
(1) (2) (3) (4)
(f) Chemical Liquid Separate After resource
Waste : collection system recovery, the
Liquid waste generated leading to effluent chemical
due to use of chemicals in treatment system liquid waste shall be
production of pre-treated before
biological and used or mixing with other
discarded disinfectants, Silver wastewater. The
X-ray film developing liquid, combined discharge
discarded Formalin, infected shall conform to the
secretions, aspirated discharge norms.
body fluids, liquid from
laboratories and floor
washings, cleaning, house-
keeping and disinfecting
activities etc.
(g) Discarded linen, Non-chlorinated Non- chlorinated
mattresses, beddings yellow plastic chemical disinfection
contaminated with blood or bags or suitable followed by
body fluid. packing material incineration or
Plazma Pyrolysis or
for energy recovery.
In absence of above
facilities, shredding or
mutilation or
combination of
sterilization and
shredding. Treated
waste to be sent for
energy recovery or
incineration or
Plazma Pyrolysis.

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Uttar Pradesh.

used
(1) (2) (3) (4)
(h) Microbiology, Autoclave safe Pre-treat to
Biotechnology and plastic bags or sterilize with
other clinical laboratory containers non-
waste: chlorinated
Blood bags, Laboratory chemicals on-site
cultures, stocks or specimens as per
of micro- organisms, live or National AIDS Control
attenuated vaccines, human Organisation or
and animal cell cultures used World Health
in research, industrial Organisation
laboratories, production of guidelines thereafter
biological, residual toxins, for Incineration.
dishes and devices used for
cultures.
Red Contaminated Waste Red coloured Autoclaving or
(Recyclable) non-chlorinated micro-waving/
(a) Wastes generated plastic bags or hydroclaving followed
from disposable items such containers by shredding or
as tubing, bottles, mutilation or
intravenous tubes and combination of
sets, catheters, urine bags, sterilization and
syringes (without needles and shredding. Treated
fixed needle syringes) and waste to be sent to
vaccutainers with their registered or
needles cut) and gloves. authorized recyclers
or for energy
recovery or plastics
to diesel or fuel oil or
for road making,
whichever is possible.
Plastic waste should

not be sent to landfill
sites.

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used
(1) (2) (3) (4)
White Waste sharps including Puncture proof, Autoclaving or Dry
(Translucent) Metals: Leak proof, Heat Sterilization
Needles, syringes with tamper proof followed by shredding
fixed needles, needles from containers or mutilation or
needle tip cutter or encapsulation in
burner, scalpels, blades, or metal container or
any other cement concrete;
contaminated sharp object combination of
Blue (a) Glassware: Cardboard boxes Disinfection (by
Broken or discarded and with blue colored soaking the washed
contaminated glass marking glass waste after
including medicine vials and cleaning with
ampoules except those detergent and
contaminated with cytotoxic Sodium Hypochlorite
wastes. treatment) or
through autoclaving
or microwaving or
hydroclaving and
then sent for
recycling.
*Disposal by deep burial is permitted only in rural or remote areas where there
is no access to common bio-medical waste treatment facility. This will be carried
out with prior approval from the prescribed authority and as per the Standards
specified in Schedule-III of Bio Medical Waste Management Rules, 2016.
The wastes generated from various sources shall be handled as per the following steps:
* Segregation of wastes
* Collection of wastes
* Storage of Wastes
* Transportation of Waste
* Treatment and disposal of waste.
Collection of Waste: the collection of bio-medical wastes shall be done as per the Bio-
medical Waste Management Rules, 2016. The recommended colour coding and type of
container as per these Rules is given in Table-14.

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Storage of Waste: The waste shall be collected during morning and afternoon under the
supervision of trained supervisors.
In the proposed project, following measures are recommended:

 Animal anatomical waste shall be stored at or below 9oC.
 Sharps and broken glass do not require refrigerated storage.
 Biomedical waste storage areas shall be located separately from food supply
areas of the facility.
 No materials other than Bio-medical wastes shall be stored in the facility.
Transportation of Bio-medical Waste
The transportation of bio-medical waste can be divided into intra-mural (internal) or

extra-mural (external) transportation
Intra-mural (Internal) Transport

 Sanitation staff from centralized group shall be responsible for transporting the
different coloured polythene bags in garbage bins from various points of
generating on park costs and garbage trollies.
 The waste would be transported from the designated waste corridor for
incinerator or autoclaving site or storage site earmarked for transportation at
landfill site.
Extramural (External) Transport

 Transportation shall be done in vehicles authorized by the hospital
 Transportation will be done in two shifts, once in morning and once during
evening.
 Waste will be collected from designated sites under the supervision of sanitation
supervisor of respective areas.
 It will be ensured that there is no leakage/spillage for the vehicle.
 Transport supervisor will ensure that the vehicle is in running condition.
Treatment of waste : Based on the norms outlined in Bio-medical Waste Management

and Handling Rules 2016. The treatment measures recommended for various categories
of waste is outlined in Table-14.
The total solid waste generation will be about 75 kg/day. Out of which about 0.20
tonne/day will be bio-degardable solid waste. Solid waste will be segregated into
biodegradable and non-biodegradable waste components and collected in separate bins.
The biodegradable organic wastes will be treated inside the premises. Recyclable
wastes will be sold to recyclers for recycling and inert waste will be sent to nearby landfill
site.

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Uttar Pradesh.

However, about 0.05 tonne/day solid bio-medical waste generated from the various labs
will be disposed as per the Bio-medical waste management norms and UPCB approved
agency has been hired for disposal of Bio-medical waste treatment and disposal.
10.3.2 Treatment of liquid wastes
will be discharged to external sewer.
a. Inlet discharge characteristics

 Temperature : Maximum 32oC
 pH : 6.5 to 8.5
 Colour : Mild
 T.S.S. (mg/l) : 250-400 mg/l
 BOD5 (mg/l) : 300-400 mg/l
 COD (mg/l) : 600-700 mg/l
b. Final Discharge Characteristics

 pH : 6.5-8.5
 Oil & Grease : <10 mg/l
 B.O.D. : <10 mg/l
 C.O.D. : <30 mg/l
 Total Suspended Solids : <10 mg/l
10.3.4 Storm Water Drainage System
It is proposed to have separate drainage system for surface storm water. Surface storm
water will be conveyed to existing drainage system through open/ closed drain.
10.3.5 Rain Water Harvesting System
Roof drainage will be through gutter/down take pipe. Rain water from roof will be
collected in catch basins located at different places and will be conveyed 30 Rain Water
Harvesting pits located at various locations in the project area.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

10.3.6 Noise control measures
During operation phase, the major source of noise would be the increased vehicular
movement. The operating standard in this project is the noise level in the Silence Zone is
an area comprising of not less than 100 m around hospitals, educational institutions,
court, religious places or any other area which is declared as such by the competent
authority. The permissible Noise level for Silence Zone are 50 dB(A) in day time (6 AM to
10 PM) and 40 dB(A) in night time (10 PM to 6 AM). Appropriate measures shall be
taken by the local administration to maintain the prescribed noise level.
10.3.7 Water Conservation Measures
Some of the water conservation measures proposed to be implemented in the project

are listed as below:
Reduce water use in building:

 Water Efficient fixtures (low flush toilets, dual flush adaptors, low flow flush valves
etc.)
 Auto- control valves (sensor taps, self-operating valve etc.)
 Pressure reducing devices (aerators, flow regulators etc.)
Waste Water Treatment:
 STP Treated water- for Flushing, Soft water & landscape irrigation.
 ETP treated water- for landscape irrigation.
Reduce landscape water requirement:
 Drip Irrigation (deep percolation & avoid evaporation/run-off)
 Sprinkler Irrigation (uniform distribution, high infiltration rate)
Efficient water use during construction:
 Use material such as pre-mixed concrete.
 Use recycled treated water.
 Control the waste of curing water
Water recycle & reuse:
 Rain water harvesting system & storage system
 Recharge the surplus water in to aquifer
Renewable-energy-based hot-water system:
 ECBC NORMS have been considered for heating water renewable energy.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

10.3.8 Greenbelt development
It is proposed to develop greenbelt around the perimeter of various project

appurtenances, selected stretches and along the boundary walls.
The general consideration involved while developing the greenbelt are:

- Local/nature trees growing upto 10 m or above in height with perennial
foliage shall be planted.
- Generally fast growing trees shall be planted
- Since, the tree trunk area is normally devoid of foliage upto a height of 3 m,
it may be useful to have shrubbery in front of the trees so as to give
coverage to this portion.
The plantation shall be at a spacing of 2.5 * 2.5 m. About 1550 trees will be planted. The
plantation and maintenance of the plantation area shall also be done by the project
proponents in association with the local horticulture department State Government. An
amount of Rs. 0.5 million can be earmarked for this purpose. The selection of species for
greenbelt development shall be done in consultation with the local horticulture
department.
10.3.9 Energy Conservation Measures
Energy conservation program will be implemented through measures taken both on

energy demand and supply.
Supply Energy Demand

Conservation
 Utilize energy-efficient diesel  Reduce consumption

genetators  Use energy efficient appliances
 Exploring the possibilities of  Create Guest Awareness
introducing renewable energy
Figure-6: EMP for Energy Conservation
Energy conservation will be one of the main focus during the complex planning and
operation stages. The conservation efforts will be consist of the following:

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

 Architectural design
 Maximum utilization of solar light will be done.
 Maximize the use of natural lighting through design.
 The orientation of the buildings will be done in such a way that maximum daylight is
available.
 The green areas will be spaced, so that a significant reduction in the temperature
can take place.
 Energy Saving Practices

 Energy efficient lamps will be provided within the complex.
 Constant monitoring of energy consumption and defining targets for energy
conservation.
 Adjusting the settings and illumination levels to ensure minimum energy used for
desired comfort levels.
 Behavioral Change on Consumption

 Promoting resident awareness on energy conservation
 Training staff on methods of energy conservation and to be vigilant to such
opportunities.
10.4 ESTABLISHMENT OF AN ENVIRONMENTAL MANAGEMENT CELL (EMC)
It is recommended that an Environmental Management Cell (EMC) is established at the

NCDC site. The task of the Cell will be to coordinate various environmental activities, to
carry out environmental monitoring and to evaluate implementation of various measures
outlined as a part of EMP. The Environmental Management Cell (EMC) will report to the
appropriate authority having adequate powers for effective implementation of the
Environmental Management Plan (EMP) and Environmental Monitoring Programme.
It is suggested that as part of the EMP, a monitoring committee will be formed by

comprising of the site in-charge/coordinator, environmental group representative and
project implementation team representative. The committee’s role will be to ensure
proper operation and management of the EMP including the regulatory compliance.
The major duties and responsibilities of Environmental Management Cell shall be to:
 Implement the environmental management plan.
 Assure regulatory compliance with all relevant rules and regulations.
 Ensure regular operation and maintenance of pollution control devices.
 Minimize environmental impact of operations as by strict adherence to the EMP.
 Initiate environmental monitoring as per approved schedule.
 Review and interpretation of monitored results and corrective measures in case
monitored results are above the specified limit.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

 Maintain documentation of good environmental practices and applicable
environmental laws for a ready reference.
 Maintain environmental related records.
 Coordination with regulatory agencies, external consultants, monitoring laboratories.
 Maintenance of log of public complaints and the action taken.
The organizational structure of suggested Environmental Management Cell is given in

Figure-7.
Site Rep from

Manager Management
Planning group
Site Environmental
Coordinator
Waste water Greenbelt

Treatment Dev. Incharge
Plant
Figure-7: Environnent Management Cell Structure
10.5 ENVIRONMENTAL AUDITS AND CORRECTIVE ACTION PLANS
The Environmental Monitoring Committee shall assess whether the implemented EMP is
adequate, periodic environmental audits will be conducted by the project proponent’s
Environmental division. These audits will be followed by Correction Action Plan (CAP) to
correct various issues identified during the audits.
10.6 SUMMARY OF ENVIRONMENTAL MANAGEMENT PLAN
The components of the Environmental Management Plan (EMP), potential impacts

arising, out of the project and remediation measures are summarized in Table-15.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Table-15: Summary of Potential Impacts and Remedial Measures
S. Environmental Potential Potential Source Controls Impact Remedial Measures
No. components Impacts of Impact Through EMP & Evaluation
Design
1 Ground Water Ground Water Construction  Sewage from No significant
Quality Contamination Phase labour camps impact as
 Waste shall be treated majority of labors
water generated in septic tank and will be locally
from temporary the treated deployed
labor camps effluent shall be
connected to
nearest
sewerage
network.
Operation Phase  Proponent will No negative
 Discharge provide the STP impact on
from the project & ETP to treat ground water
the discharge of quality
Hospital. envisaged.
2. Ground Water Ground Water Construction  NA No significant
Quantity Depletion Phase impact on
 Groundwat ground water
er abstraction is quantity
not envisaged. envisaged.
Water for
construction
activities shall be
supplied through
tankers

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
Operation Phase  Rain water No significant In an unlikely event
 Water will be harvesting impact on of non-availability of
supplied by GDA. scheme. surface/ground water supply, water
 Black and water quantity will be brought using
Grey water to be envisaged. tankers.
treated and
reuse.
 Rain water
harvesting for
groundwater
recharge.
 Awareness
Campaign to
reduce the water
consumption
 Various water
conservation
measures shall
be implemented
3. Surface Water Surface water Construction  Silt traps and No off site
Quality contamination Phase other measures impact
 Surface runoff such as envisaged as no
from site during additional on site surface water
construction diversion ditches receiving body is
activity. will be present in the
constructed to project area and
At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
control surface its surroundings.
run-off during site
development
Operation Phase  Wastewater No off site
 Discharge of will be treated in impacts are
domestic STP & ETP and envisaged
wastewater to shall be reused.
surface water
body/land.
4. Ambient Air Dust Construction  Suitable control Not significant During construction
Quality Emissions Phase measures will be because dust phase the
 All heavy adopted for generation will contractors will be
construction subsiding the be controlled by advised to facilitate
activities PM10 and PM2.5 implementing masks for the labors.
level in the air for appropriate Water sprinklers will
which air control be used for
pollution control measures. suppression of dust
measures shall during construction
be implemented. phase.
Emissions of  Operation of  Rapid on-site Not significant. Regular monitoring
PM, SO2, NO2 construction construction and of emissions and
and CO equipment and improved control measures will
vehicles during maintenance of be taken to reduce
site development. equipment the emission levels.
 Running
D.G. sets (back
At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
up)
Operation Phase  Use of Not significant
 Power ultra-low sulphur DG sets will be
generation by DG diesel if available used as power
Sets during power  Use of back-up
failure clean fuel if required.
available No significant
 Emission from  Providing increase in noise
vehicular traffic in Footpath and level is expected
use pedestrian ways from the project
within the site. activities.
 Green belt
will be
developed with
specific species
to help to reduce
particulate level
in ambient air
5. Noise Construction  Use of Use of Personal

Environment Phase equipment fitted Protective
with silencers Equipment (PPE)
 Operation of  Proper like earmuffs and
construction maintenance of earplugs during
equipment and equipment construction
vehicle  Provision of activities.
At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
movements during noise shields
site development. near heavy
 Running DG construction
sets (for power operations and
back up) acoustic
enclosures for
DG sets
Construction
activity will be
limited to day
time only
Operation Phase  Green Belt No significant
 Noise from Development impact due to
vehicular Development suitable width
movement of silence zones of Greenbelt.
 Noise from to check traffic
DG sets movement
operation  DG set
rooms will be
equipped with
acoustic
enclosures.
6. Land Soil Construction  Construction No significant
Environment contaminatio Phase debris will be impact.
n collected and Impact will be
 Disposal of suitably used on local, as waste
At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
construction site as per the generated will
debris solid waste be reused for
management filling of low
plan for lying areas etc.
construction
phase
Operation Phase  It is proposed Since solid
that the solid waste is
 Dumping of waste generated handled by the
municipal solid will be managed authorized
waste on land. by an authorized agency, waste
agency. dumping is not
 Used Oil  Collection, going to be
generated from segregation, allowed.
D.G. sets transportation
and disposal will
 Hospital be done as per Negligible
Waste MSW impact.
Management
Rule, 2016 by the
authorized
agency
 Used oil
generated will
be sold to
authorized

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
recyclers
 Bio-
medical waste
will be collected
in the color
coded bags and
will be handed
over to the
government
approved
vendor for final
disposal as per
Biomedical
Waste
Management
Rules,2016
7. Biological Displacemen Construction The proposed

Environment t of Flora and Phase site has scanty
(Flora and Fauna on Site vegetation
Fauna) site Development
during
construction
Operation Phase Suitable green Beneficial

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
belts will be impact.
 Increase in developed as
green covered per landscaping
area plan in and
around the site
and local/
indigenous
species shall be
used.
8. Socio- Population Construction  There will No negative
Economic displacement Phase be no relocation. impact.
Environment and loss of Construction  Project will
income activities leading provide
to relocation employment
opportunities to
the local people
in terms of labor
during
construction
Operation Phase  Service Beneficial
personnel impact
Site operation (Hospital staff,
securities,
gardeners etc)
during
operations

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

Design
 Providing
quality-
Integrated
medical facility
 Public
services
(hospital).
9. Traffic Pattern Increase of Construction Heavy No negative
vehicular Phase Vehicular impact
traffic  Heavy movement will
Vehicular be restricted to
movement daytime only
during and adequate
construction parking facility
will be provided
Operation Phase  Vehicular No major
 Traffic due to movement will significant
people coming to be regulated impact
the hospital. inside the
Hospital with
adequate roads
and parking lots
in the Hospital.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

10.7 ENVIRONMENTAL MONITORING PROGRAMME
An Environmental Monitoring Programme has been designed to:
 Assess the changes in environmental conditions, if any, during construction and

operation of the project.
 Monitor effective implementation of mitigatory measures.
 Warning of any significant deterioration in environmental quality so that additional
mitigatory measures may be planned in advance.
10.7.1 Effluent Quality
Construction Phase
It is proposed to monitor the treated effluent from septic tanks. The frequency of
monitoring could be once per month. Since, 1 septic tank is to be commissioned during
construction phase, a total of 24 samples/year need to be analysed. The parameters to
be monitored include pH, Bio-chemical Oxygen Demand, COD, Total Suspended Solids
(TSS) and Total Dissolved Solids (TDS). The cost of analysis of one sample is expected
to be Rs.2,000. Thus, total cost for analysis of 36 samples is expected to be Rs.0.048
million/year. For construction phase of 3 years and considering 10% escalation per year,
an amount of Rs.0.16 million can be earmarked for monitoring during the entire
construction phase. The analysis work can be done by a laboratory recognized by the
State Pollution Control Board (SPCB).
Operation phase
During operation phase, the treated effluent from the STP and ETP shall be monitored
everyday. The parameters to be monitored are pH, BOD, COD, TSS, Oil and grease.
The cost of analysis per sample is Rs.2000.
The total cost of analysis will be Rs.0.146 million per year. This analysis shall be done
throughout the entire life of the project. The analysis work can be conducted by a
reputed external agency recognized by Uttar Pradesh Pollution Control Board. The other
option could be that an inhouse laboratory be set up, which can do the monitoring work.

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

10.7.2 Ambient Air Quality and Meteorology
Construction Phase
The ambient air quality monitoring during construction phase can be carried out by an
external agency, approved by the Uttar Pradesh Pollution Control Board at four stations
within 1 km of the construction site. Every year monitoring is to be done for the following
three seasons:
- Winter
- Summer
- Post-monsoon
The frequency of monitoring could be twice a week for four consecutive weeks at each
station for each season. The parameters to be monitored are Respirable Particulate
Matter (RPM), Suspended Particulate Matter (SPM), Sulphur dioxide (SO2) and Nitrogen
Oxides (NOx).
Every year, ambient air quality is to be monitored for (4 stations * 2 days/week * 4 weeks
x 3 seasons) 96 days. A total cost of Rs. 0.192 million/year @ Rs.2000/day can be
earmarked for this purpose. For a construction phase of 3 years and considering
escalation @ 10% every year an amount of Rs. 0.64 million can be earmarked for
ambient air quality monitoring during the entire construction phase.
10.7.3 Noise
Construction Phase
Noise emissions from vehicular movement, operation of various construction equipments

may be monitored during construction phase at major construction sites. The frequency
of monitoring could be once every three months. For monitoring of noise level, an
Integrating Sound Level Meter will be required, for which a provision of Rs. 0.1 million
can be earmarked.
Operation Phase
Hourly noise levels needs to be monitored for 24 hours at various locations in the
hospital complex to assess the daytime and night time equivalent noise level. The
monitoring can be conducted by the staff of Environmental Management Cell (EMC).

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

10.7.4 Summary of Environmental Monitoring Programme
The details of Environmental Monitoring Programme are given in Tables-16 and 17

respectively.
Table-16: Summary of Environmental Monitoring Programme during Project

Construction Phase
S. Item Parameters Frequency Location
No.
1. Effluent from pH, BOD, COD, Once every Before and
septic tank TSS, TDS, Oil and month after treatment
grease from septic
tanks
2. Noise Equivalent noise Once in three At major
level (Leq) months construction
sites.
3. Ambient Air quality PM10, PM2.5, SO2 Three seasons At construction
and NO2 (summer, post- site and within
monsoon and 1 km of
winter) construction
site
Table-17: Summary of Environmental Monitoring Programme during Project

Operation Phase
S. Items Parameters Frequency Location
No.
1. Effluent from pH, BOD, COD, TSS, Once every Treatment effluent
Sewage TDS, Oil and grease week from Sewage
Treatment Treatment Plant
Plant (STP) (STP)
and ETP
2. Effluent from pH, BOD, COD, TSS, Once every Treatment effluent
Sewage TDS, Oil and grease week from Sewage
Treatment Treatment Plant
Plant (STP) (STP)
3. Noise Equivalent noise level Once in a Various locations
month within the hospital
complex

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

10.8 COST ESTIMATES
10.8.1 Costs for Implementing Environmental Management Plan
The total amount to be spent for implementation of Environmental Management Plan

(EMP) is Rs. 6.2 million. The details are given in Table-18.
Table-20: Cost for implementing Environmental Management Plan (EMP)

S. No. Item Cost (Rs. million)
1. Landscaping and restoration of construction 10.00
sites
(Included in project cost)
2. Greenbelt development 0.50
3. Sewage Treatment Plant (STP) 25.00
4. Effluent Treatment Plant (ETP) 8.00
5. Rain Water Harvesting 8.00
6. Environmental Monitoring Programme during 2.56
construction phase (refer Table-19)
7. Purchase of noise meter 0.10
8. Contingencies 3.00
Total 6.16 say
Rs. 6.2 million
10.8.2 ENVIRONMENTAL MONITORING PROGRAMME
The cost required for implementation of the Environmental Monitoring Programme during
project construction phase is of the order of Rs.2.56 million. The details are given in
Table-19.
Table-19: Cost for implementing Environmental Monitoring Programme during

project construction phase
S. No. Item Cost
(Rs. million/year)
1. Effluent quality 0.33
2. Ambient air quality 2.23
Total 2.56

At Kamla Nagar,
Ghaziabad, Form IA
Uttar Pradesh.

The cost required for implementation of the Environmental Monitoring Programme during
project operation phase is of the order of Rs.1.46 million/year. A 10% annual price
increase may be considered per year.

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At

Schhedule: 8 (a), Category

SECTION 1- LAND ENVIRONMENT

National Institute of Unani Medicine is located at Ghaziabad, Uttar Pradesh. The

Ministry of AYUSH Page 21

Table-1: Detailed Statement for Total Built-Up Area

4. Permissible FAR (@1.5) 60702.375

7. Total Built-up area 58,126.766

Ministry of AYUSH Page 22

S. Particulars Area (m2)

B Total Non-FAR 16,480.972

The site plan is enclosed as Annexure-III.

Ministry of AYUSH Page 23

1.4 Will there be any significant land disturbance resulting in erosion,

Ministry of AYUSH Page 24

No perennial or non-perennial drainage system exists in the project area. Hence, no

The Survey plan of NIUM Campus is enclosed as Annexure-VII.

During construction phase, water requirement will be met through Ghaziabad

Ministry of AYUSH Page 25

Figure-1: Solid Waste Management Plan during Construction Phase

Ministry of AYUSH Page 26

SECTION 2- WATER ENVIRONMENT

Ministry of AYUSH Page 27

Grand total (A+B+C+D+E+F+G+H) 588.8 KLD

Table-4: Calculation for Daily Water Demand (for which EC is required)

Ministry of AYUSH Page 28

E. DG Set Cooling* 3000 0.9 lit/KVA/hr 16.2

Table-5: Total Wastewater Calculations w.r.t. ETP (for which EC is required)

Ministry of AYUSH Page 29

S. No. Description Quantity (KLD)

Table-7: Total sewage generation from area for which EC is required

Ministry of AYUSH Page 30

223..65 KLD @990%

FRESH WAT TER for the pro

Trreated Effluent DISCHARGE TO O

223..65 KLD @990%

FRESSH WATER forr the WASTE

Trreated Effluent DISCHARGE TO O

Figure-3: Watter Balance

During operation phase, water shall be supplied by Ghaziabad Development Authority

Ministry of AYUSH Page 33

The characteristics of raw and treated sewage are given in Table-8.

Table-8: Characteristics of raw and treated sewage

Table-9: Outlet Effluent Characteristics

Ministry of AYUSH Page 34

 Catchment/roofs would be accessible for regular cleaning.

Roof-top area = Ground Coverage = 8,660.861 m2

Ministry of AYUSH Page 35

The Rain water Harvesting pitt design is given

Figu n water Harvesting p it design

No groundwater abstraction is envisaged in the proposed project.

Ministry of AYUSH Page 37

a. Inlet discharge characteristics

b. Final Discharge Characteristics

Ministry of AYUSH Page 38

Basic Treatment Process

Ministry of AYUSH Page 39

Ministry of AYUSH Page 40