expansion of amri hospital from 313 beds to 400...
TRANSCRIPT
Of
Expansion of AMRI Hospital from 313 Beds to 400 Beds
FOR
M/S Advance Medicare Research Institute Limited
At: Aiginia, Bhubaneswar, Odisha.
JANUARY 2016
QUESTIONNAIRE
CEMCCEMC
Centre For Envotech and Management Consultancy Pvt. Ltd.
AN ISO: 9001: 2008 and BS OSHAS 18001: 2007 certified company,
Empanelled with OCCL, Govt. Of Odisha, OSPCB as Category “A” Consultant Organization,
Accr edite d by N AB ET, Q uali ty Co unc il of I n dia for E I A stu dies
As Cate gory “A ” Consul tant Organi z at i on.
Regd. Off: N5/305, IRC Village, Bhubaneswar, Odisha Tele: 0674 - 2360344, E-mail: cemc_consultancy @yahoo.co.in, [email protected]
Website: www.cemc.in
1
QUESTIONNAIRE FOR THE ENVIRONMENTAL IMPACT
ASSESSMENT OF NEW CONSTRUCTION PROJECTS
I. BACKGROUND INFORMATION OF THE PROPOSED PROJECT
• State clearly the objective of the project :
Hospital Building Project
• Location of the project (attach map to a suitable scale) :
Location map of the project site is showed in the vicinity Map.
Town/Village: Aiginia District: Khurda State: Odisha
Latitude: 200 15’ 36.61” N Longitude: 85
0 46’ 38.46” E
• Names & distances from the nearest :
State/National Highway: National Highway-5
Railway Station: Bhubaneswar Railway Station (Approx.7.0 Km)
Airport: Biju Patnaik International Airport (Approx. 4.5 Km)
• Name of the agency proposing the new construction project
M/s: Advance Medicare Research Institute Limited (AMRI)
Name of the Chief Executive and Postal address:
Mr. S K Mohanty
Vice President
Plot No. 1, Beside Satyasai Enclave, Khandagiri, Bhubaneswar
Contact particulars (Tel/Fax/e-mail):
Tel: 0674-6666600
Fax: 0674-6666777
E-mail: [email protected]
Type of project: Housing project/Industrial Estate or others:
Hospital Project
• Estimated cost of the project :
12.23 Crore
2
Location map of the project site
3
II. SITUATION WITHIN 10 KM RADIUS FROM PROJECT SITE
General topography: The area is broadly divided into 3 zones, such as run-off
zone, infiltration zone and discharge zone. These zones have different
hydromorphic units. Hydromorphological maps prepared based on the satellite
imagery as well as secondary information. The various land use/land cover
classes identified within the 10 Km buffer zone are:
Settlement
It is defined as an area of human habitation developed due to non-agricultural
use and that which has a cover of buildings, transport and communication,
utilities in association with water, vegetation and vacant lands. In the buffer
zone the major part of the settlement is occupied by the urban area.
The rural settlements are mostly associated with vegetation cover and smaller in
size.
Urban areas
These are areas of human settlement covered by modern buildings, well
developed transport and communication system in association with vegetation
and water bodies.
Agricultural Land
It is defined as the land primarily used for farming and for production of food,
fiber, and other commercial and horticultural crops.
Plantation
These are the areas associated with degraded forest land where plantation has
been made to regenerate the forest or areas where orchards/horticulture has
been developed. These areas are characterized by regular shape.
Land with/ without Scrub
These lands occupy (relatively) higher topography like uplands or high grounds
with/without any scrub cover. These lands are more prone to degradation or
erosion.
Water Bodies
It is a natural course of flowing water on the land along definite channels. It
may be perennial or non-perennial.
Waste Land
These lands are generally uplands without any vegetation or agriculture.
4
Contour map of the project site
5
• Specify general features of land
Tree cover-prominent species
Fauna-wildlife/domesticated
Avifauna
Land feature (within 10 km radius):
Land use refers to “man’s activity and the various uses which are carried on
land.” Land cover refers to “natural vegetation, water bodies, rock/soil, artificial
cover and others resulting due to land transformation.” The Land use/Land cover
map of the study area has been prepared based on the satellite imagery as well
as secondary information along with limited field survey.
Soil Characteristics:
The soil zone in earth is in fact the life layer known as biological factory. It
controls the quantity, quality and circulation of surface as well as ground water
to a great extent. The main sources of ground water is rain water and melt water
(snow / ice) which infiltrates downward through the pore spaces of soil and is
being collected in aquifers of varying sizes and locations. The quantity and
quality of ground water is also controlled by various characteristics of soil like its
texture, composition, erosion characteristics, depth etc. In this regard the soils
in the world are classified on the basis of six categories or levels of hierarchy (as
developed by U.S. Soil Conservation Service and used worldwide), which is
called “Comprehensive Soil Classification System or Soil Taxonomy”. On the
basis of this soil taxonomy, the various soil types found within the buffer zone
are described below.
Aeric Tropaquepts associated with Vertic Tropaquepts
Deep, poorly drained, fine loamy soils on nearly level river island with loamy
surface slight erosion moderate flooding and slight salinity associated with very
deep moderately well drained fine cracking soils with clayey surface and slight
erosion.
Rhodic Plaeustalfs associated with Rhodustalfs
Very deep, well drained, fine loamy soils on gently sloping upland with sandy
surface and moderate erosion associated with deep, well drained, fine loamy
soils with sandy surface and moderate erosion.
Typic Ustropepts associated with Typic Ustorthent
Moderately shallow, well drained, gravelly loamy soils on very gently sloping
upland with loamy surface and moderate erosion associated with moderately
shallow, well drained, coarse loamy soils with sandy surface and severe erosion.
6
Tree cover within 10 km radius:
Tree species selected for Greenbelt as per CPCB are:
TYPE Botanical Name Common Name
SCHEDULES OF TREES
T1 Caesalpinia pulcherrima Krushnachuda
T2 Peltophorum ferrugineum Radhachuda
T3 Mesua feria Nageswar
T4 Azadirachta indica Neem
T5 Millingtonia hortensis Akash malli
T6 Calophyllum inophyllum Polanga
T7 Saraca indica Ashok
T8 Pongamia glabra Karanja
T9 Michelia champaca Champa
T10 Mimusops elengi Baula
T11 Morus australis Tuta
T12 Thespesia populnea Indian Tulip Tree
SCHEDULES OF PALMS
P1 Caryota urens Salap
P2 Hyophorbe lagenricaulis Bottale Palm
SCHEDULES OF FRUIT TREE
F1 Mangifera indica Amba
F2 Phyllanthus emblica Anla
F3 Psidium guava Pijuli
F4 Aegle marmelos Bela
SCHEDULES OF LARGE SHRUB
S1 Thevetia peruviana Kaniara
S2 Ervatamia divaricata Tagar
S3 Hibiscus chinensis Mandar
S4 Nerium oleander Karabir
S5 Murraya exotica Kamini
S6 Cassia fistula Sunari
S7 Cestrum nocturnum Hena
Fauna-Wildlife/Avifauna within 10 km radius:
LOCAL NAMES ENGLISH NAMES LATIN NAMES
ANIMALS
Gunduchimusa 3 stripped palm squirrel Funambulus palmarum
Badudi Shortnosedfruitbat Cynopterus sphinx
Mankad (Hanu) Monkey Presbytis entellus
7
Musa Rat Rattus rattus
Neula (Kuji) Small Indian mangoose Herpestes auropunctatus
Thekua Hare Lepus nigricollis
REPTILES & AMPHIBIANS
Dhamana Rat snake Ptyas musosus
Pani dhanda Checkeered keel back Natrix piscator
BIRDS
Baya Baya weaver bird Ploceus phillipinus
Bulbul or
Gobrachadhei
Bulbul Red vented Pyononotus cafer
Para Pigeon Columba livia
Kau Crow house Corvus splendens
Koili Cuckoo Indian Cuculus micropterus
Kapota Dove spotted Streptopelia chinensis
Kajalpati Drongo Black or King crow Dicrurus adsimilis
Baga Egret Cattle Babulcus ibis
Bani Myna indian Acridotheres tristis
FISHES
Chenga - Ophiocaphalus gachus
Gadisa - Ophiocaphalus punctatus
Kantia - Myotus cavasius
Kerandi - Barbus ambassis
Mahurali - Amblypharyngodon mola
Seula - Ophiocephalus striatus
8
Flood prone areas:
The area does not come under flood prone area.
Geological features including seismic zone:
Geological formation plays a vital role in planning and implementation of artificial
recharge structures. The project site is underlain by alluvial formations of
quaternary period. The study area within the buffer zone of the project site is
underlain by upper Gondwana formation followed by laterites and alluvium. The
upper Gondwana formation is exposed in and around Bhubaneswar city and
comprises mainly of sandstone-shale sequence. The sandstones are fine to
coarse grained and at times pebbly, gritty to conglomaratic in nature. They are
white to gray and pink in color. The sandstones are feldspathic and ferruginous
in nature. The sandstones in general are friable and jointed but at places also
massive and compact. The upper part of the sandstones is lateritised. The
thickness of laterites varies from 5M to 20M.
• Existing landuse (area & percentages) map (to include agricultural &
non-agricultural uses, commercial, industrial dense/open forests, fallow
land, human settlements, water bodies, transport systems etc.)
The Land use/Land cover map of the study area is prepared based on the
satellite imagery as well as secondary information along with limited field survey.
The various land use/land cover classes identified as settlement, urban area,
agricultural land, Waste land, open/shrub Forest etc. Most of the land of the 10
Kms buffer zone coming under agricultural land, settlement and urban area.
Howrah-Chennai (NH-5) Road is passing through this area. Hence lot of demand
has been generated for the area.
• Predominant activities
Residential, institutional, commercial etc :
� Residential
• Special features :
(Such as tourist spots, monuments/archaeological sites, hospitals,
schools, institutions, religious places, heritage areas and places of other
interests)
9
Educational Institutions nearer to the site
Name Distance Direction Vivekananda Institute of Science 1.0 Km E
Institute of Science Education 3.2 Km NE DAV School 2.4 Km NW
Kendriya Vidyalaya No. 5 2.5 Km NW
IBCS Campus 2.5 Km N
Hospital nearer to the site
Name Distance Direction
SUM Hospital 2.6 Km N
Gandhi Hospital 1.4 Km S Apex Hospital 2.6 Km NE
AIIMS Hospital 3.4 Km S Tourist spots- Not found
• Specific environmental problems, if any
(Such as water and air pollution, land spoliation by natural & manmade
factors, endemic diseases, traffic congestion spots in the vicinity of
project site, loss of tree cover, open spaces etc.):
� No specific environmental problem in the vicinity of existing as well as
proposed project site.
• Ground level concentrations (major parameters)
SPM/RSPM, SO2, NOx, HC, Noise
� The ambient air quality monitoring was conducted during Nov 2015. Based
on the local meteorological condition monitoring locations are fixed.
Ambient Air Quality of the study area during Nov 2015
Nov 2015
Project Site (µg/m
3)
Khandagiri (µg/m
3)
Date PM10 PM2.5 SO2 NOx PM10 PM2.5 SO2 NOx
02.11.2015 43.0 23.7 14.6 19.1 61.3 32.1 10.4 21.7
03.11.2015 42.4 22.4 13.4 18.8 62.1 33.4 10.8 20.9 09.11.2015 41.8 24.6 13.1 20.2 64.7 32.7 10.6 22.4
10.11.2015 40.2 23.6 12.0 20.5 62.5 32.2 12.5 21.6
16.11.2015 41.6 22.1 13.8 19.6 62.8 33.6 11.6 20.8
17.11.2015 41.2 23.9 11.9 21.3 65.3 34.1 11.8 22.5
23.11.2015 40.6 24.8 10.3 20.4 62.7 33.9 10.5 24.1
24.11.2015 42.4 25.3 11.3 19.5 63.4 36.2 11.7 23.6
Average 41.7 23.8 12.6 19.9 63.1 33.5 11.2 22.2
10
• Noise Level of the Project site
Sampling Location Noise level (dB) Lday Lnight
Project site 46.8 37.5 Khandagiri 51.4 39.7
Limits* 55 45
• General meteorological data (wind direction, speed, rainfall,
temperature) Details if any of heat islands, inversions, venture effect
Impacts on the conceptualization of the proposal:
� Wind direction : South
� Annual rainfall is about 1401.07 mm.
� Mean maximum temperature 37.40C and mean minimum temperature
15.30C
• Human Resources
I. Population of study area (10 km radius),
II. Decadal growth rate, settlement pattern and growth,
III. Socio-economic conditions
IV. Health: Endemic diseases, Mortality, Epidemics.
• Environmental assessment and suitability of the proposed
development
(Specifically identifying the limits)
Key Socio-Economic features of 10 Km Buffer zone:
Name
Ru
ra
l/
Urb
an
To
ta
l P
op
ula
tio
n
To
ta
l
Lit
era
te
s
To
ta
l W
ork
ing
Po
pu
latio
n
%
Cu
ltiv
ato
rs
Nu
mb
er o
f H
ou
se
ho
ld
Se
x r
atio
Wo
rk
Pa
rtic
ipa
ti
on
Ra
te
Andharua Rural 2372 1800 874 17.39 500 1017.01 36.85
Dasapur Rural 2277 1105 834 25.18 448 983.45 36.63
Malipada Rural 1658 1350 480 8.13 325 971.46 28.95
Nuagan Rural 989 691 393 15.27 201 909.27 39.74
Paikarapur Rural 1805 1382 507 18.54 349 992.27 28.09
Gothapatna Rural 1641 1316 438 5.25 251 684.80 26.69
Ghangapatna Rural 1640 1254 678 15.93 355 936.25 41.34
Kantabad Rural 2461 1816 836 19.02 488 994.33 33.97
Giringaput Rural 1260 1004 476 25.21 271 906.20 37.78
Jamujhari Rural 1235 969 434 15.90 245 837.80 35.14
11
Chatabar Rural 1963 1463 606 16.83 387 972.86 30.87
Kantabad Rural 893 594 339 7.67 238 980.04 37.96
Kaimatiapatna Rural 689 516 206 15.05 119 1026.47 29.90
Harapur Rural 365 238 139 38.85 72 941.49 38.08
Narada Rural 2252 1625 851 16.10 526 948.10 37.79
Tamando Rural 1808 1427 555 3.78 359 921.36 30.70
Bijipur Rural 1834 1438 639 13.77 377 972.04 34.84
Deuliapatna Rural 1543 1206 787 25.79 313 919.15 51.00
Mendhasal Rural 3867 2819 1225 13.80 769 971.95 31.68
Madanpur Rural 1257 1015 484 10.12 241 982.65 38.50
Chatabar Rural 1963 1463 606 16.83 387 972.86 30.87
Arisal Rural 221 159 65 4.62 52 955.75 29.41
Janla Rural 1008 836 316 18.67 183 909.09 31.35
Alakar Rural 562 357 196 17.86 85 1613.95 34.88
Ogalapada Rural 3341 2423 1102 9.26 720 919.01 32.98
Gopalpur Rural 154 113 66 0.00 44 750.00 42.86
Ogarsuan Rural 607 496 200 35.50 120 996.71 32.95
Uttarmundamuhan Rural 1938 1607 747 27.84 375 957.58 38.54
Chhelda Rural 191 164 69 0.00 49 819.05 36.13
Gobindapur Rural 524 450 159 19.50 99 933.58 30.34
Mahura Rural 703 602 222 35.59 148 969.19 31.58
Kasipur Rural 827 649 257 15.18 154 941.31 31.08
Patrapada Rural 141 67 71 1.41 27 905.41 50.35
Suanga Rural 660 479 221 11.31 128 952.66 33.48
Jadupur Rural 71 46 22 0.00 15 1151.52 30.99
Santarapur Rural 352 205 114 0.00 73 1058.48 32.39
Kapileswar Rural 558 417 177 10.17 121 904.44 31.72
Padhansahi Rural 1367 1116 499 15.43 270 911.89 36.50
Barakuda Rural 1139 879 397 24.18 220 998.25 34.86
Radhacharanapur Rural 532 430 167 58.08 85 1086.27 31.39
III. PROMINENT FEATURES WITHIN ABOUT 100 METRES RADIUS FROM THE
SITE BOUNDARY (LOCAL AND IMMEDIATE VICINITY)
• General description
(Contours at 1m intervals)
• Natural resources
A. Water
• Ground water table, rate of recharge present restrictions on drawl,
available yield, quality of water (physical, chemical, biological)
� Depth of Water Level = 2.15-10.45 mbgl (Pre-monsoon)
12
WATER QUALITY
Water sample from the pumping well was collected and analyzed for major
parameters by standard laboratory technique as follows-
Sl. No. Parameter TEST METHOD RESULT
Units of Measurements
1. Colour IS: 3025 (P-4) < 5.0 Hazen
2. Odour IS: 3025 (P-5) Unobjectionable -
3. Taste IS: 3025 (P-7) Agreeable -
4. Turbidity IS: 3025 (P-10) < 2.0 NTU
5. pH IS: 3025 (P-11) 7.3 -
6. Total Hardness (as CaCO3) IS: 3025 (P-21) 236.0 mg/l
7. Calcium (as Ca) IS: 3025 (P-40) 68.5 mg/l
8. Iron (as Fe) IS: 3025 (P-53) < 0.1 mg/l
9. Chloride (as Cl) IS: 3025 (P-32) 36.2 mg/l
10. Residual Free Chlorine IS: 3025 (P-26) < 0.2 mg/l
11. Fluoride (as F) IS: 3025 (P-60) < 1.0 mg/l
12. Total Dissolved Solids IS: 3025 (P-16) 347.0 mg/l
13. Magnesium (as Mg) IS: 3025 (P-46) 27.9 mg/l
14. Copper (as Cu) IS: 3025 (P-42) < 0.05 mg/l
15. Manganese (as Mn) IS: 3025 (P-59) < 0.1 mg/l
16. Sulphate (as SO4) IS: 3025 (P-24) 65.6 mg/l
17. Nitrate (as NO3) IS: 3025 (P-34) 4.5 mg/l
18. Phenolic Compounds (as C6H5OH)
IS: 3025 (P-43) < 0.001 mg/l
19. Mercury (as Hg) IS: 3025 (P-48) < 0.001 mg/l
20. Selenium (as Se) IS: 3025 (P-56) < 0.01 mg/l
21. Arsenic (as As) IS: 3025 (P-37) < 0.01 mg/l
22. Cyanide (as CN) APHA 4500 CN-C < 0.05 mg/l
23. Lead (as Pb) IS: 3025 (P-47) < 0.05 mg/l
24. Zinc (as Zn) IS: 3025 (P-49) < 0.5 mg/l
25. Chromium (as Cr+6
) IS: 3025 (P-52) < 0.05 mg/l
26. Alkalinity (as CaCO3) IS: 3025 (P-23) 318.0 mg/l
27. Aluminium (as Al) IS: 3025 (P-55) < 0.03 mg/l
28. Boron (as B) IS: 3025 (P-57) < 0.25 mg/l
29. Cadmium (as Cd) IS: 3025 (P-41) < 0.01 mg/l
30. Anionic Detergents (as MBAS)
APHA 5540-C < 0.05 mg/l
31. Total Coliform IS: 1622 < 2 MPN/100 mL
32. E.Coli IS: 1622 Absent MPN/100 mL
The review of the above data indicates that the ground water quality of the
area is potable. The different parameters are well within the permissible
limits of human consumption and ground water is well suited for most types
of irrigation requirement. From above discussion, it is evident that ground
water quality of the study area conforms to the BIS: 10500 for potable
drinking water.
13
• Surface water location, source and yield, present use (for agriculture,
human consumption, industry, etc.)
No surface water bodies located within nearby 100 m radius.
B. Ambient air quality levels (standard parameters including noise)
National Ambient Air Quality Standards (µg/m3) as per MoEF
Declaration under Schedule-VII, Rule- 3(3B).
Sl. No.
Pollutant Time Weighted Average
Concentration in Ambient Air
Industrial, residential, Rural and Other Area
Ecologically Sensitive
Area
Methods of Measurement
1 Sulphur Dioxide
(SO2), µg/m3
Annual *
24 hours **
50
80
20
80
- Improved West and
Gaeke - Ultraviolet
fluorescence
2 Nitrogen Dioxide (NO2), µg/m
3
Annual * 24 hours
**
40 80
30 80
- Modified Jacob & Hochheiser (Na-Arsenite)
3 Particulate
Matter (size < 10µm or PM10) µg/m
3
Annual *
24 hours
**
60
100
60
100
- Gravimetric - TOEM - Beta attenuation
4 Particulate Matter (size < 2.5µm) or PM2.5 µg/m
3
Annual *
24 hours **
40
60
40
60
- Gravimetric - TOEM - Beta attenuation
5 Ozone (O3) µg/m
3
8 hours **
1 hour **
100 180
100 180
- UV photometric - Chemilminescence - Chemical Method
6 Lead (Pb) µg/m
3
Annual * 24 hours
**
0.50 1.0
0.50 1.0
- AAS/ICP method after sampling on EPM 2000 or equivalent filter paper
- ED-XRF using
Teflon filter 7 Carbon
Monoxide (CO)
µg/m3
8 hours **
1 hour **
02 04
02 04
- Non dispersive Infra Red
- (NDIR) spectroscopy
8 Ammonia (NH3)
µg/m3
Annual *
24 hours **
100
400
100
400
- Chemiluminescence
- Indophenol blue method
9 Benzene (C6H6) µg/m
3
Annual * 05 05 - Gas chromatography
based continuous analyzer
- Adsorption followed by GC analysis
10 Benzo(a)Pyrene (BaP) – particulate
Annual * 01 01 Solvent extraction followed by HPLC/GC analysis
14
phase only,
µg/m3
11 Arsenic (As), µg/m
3
Annual * 06 06 AAS/ICP method after sampling on EMP 2000 or equivalent filter
paper 12 Nickel (Ni),
µg/m3
Annual * 20 20 AAS/ICP method after sampling on EMP 2000
or equivalent filter paper
* Site taken twice a week 24 hourly at uniform intervals.
** 24 hourly or 08 hourly or 01 hourly mentioned values, as applicable, shall be
complied with 98 % of the time in a year, 2 % of the time; they may exceed the
limits but not on two consecutive days of monitoring.
AMBIENT NOISE STANDARDS
Area Code Area Category Limit in dB(A) Leq
Day time Night time
A Industrial Area 75 70
B Commercial Area 65 55
C Residential Area 55 45
D Silence Zone 50 40
Source: CPCB
Note 1: Daytime is reckoned in between 6 a.m. and 9 p.m.
Note 2: Night time is reckoned in between 9 p.m. and 6 a.m.
Note 3: Silence zone is defined as areas up to 100 metres around such premises
as hospitals, educational institutions, and courts. The silence zones are declared
by a competent authority.
Note 4: Mixed categories of areas should be declared as ‘one of the four above
mentioned categories by the competent authority and the corresponding
standards shall apply.
C. Minerals: type, location, quantum (estimated)
� Not applicable
D. Energy: consumption pattern for hydrocarbons, gas, electricity and
any other non-conventional energy source
� Not applicable
� Details of new construction Plot coverage, height, FSI
(permissible/proposed) Building materials for construction (may
cover the quantities, source, processes involved, special attributes
such as life cycle costs, efforts towards greening the supply chain:
� Plot area- 20235.00 sqm.
15
� Maximum height of building- 27.80 m.
� Construction materials source: Local Market.
� Construction materials-
� Details of public utilities required for the project during:
(May be indicated separately for construction & operation phases
I. Water supply:
a. Source of water supply and quantities to be drawn.
� Ground water/Municipal Supply Water: 232 KLD (Existing +
Expansion))
b. Type of treatment, if any.
� Yes, Filtration
c. Continuous/Intermittent supply
� Continuous
d. Storage capacity in Kiloliters
� Fire Tank = 200 KL
� Raw Water Tank = 350 KL
II. Sewage, Collection, Treatment & Disposal
a. Mode of collection of domestic effluent
o Surface drains
o Underground
o System and capacity
� Surface drains & pipeline
b. Mode of treatment
Sl. No Materials Unit Quantity
1 Fly ash Bricks No 2489063
2 Cement Bags 130805
3 Sand Cu Mtr 18003
4 Chips Cu Mtr 6381
5 Steel Ton 1002
16
Septic tank and filters (capacity)
- Biological treatment capacity & other details
� STP (Details enclosed in EMP Report)
c. Mode of disposal
- Soak pits / Disposal to local sewer / water bodies (specify)
Use for cultivation
� It will be reused and excess water will be discharge to nearby
drainage system.
E. Solid Wastes:
- Estimated quantity of each types of solid waste:
- Mode of collection and disposal:
- Recycling to be instituted, if any:
� Domestic waste : 499 kg/day
� Biomedical Waste : 194 kg/day
� Collected from the garbage bin, waste will be given to assigned
agency for final disposal.
F. Power System:
- Sources of power and supply capacity
- Distribution System
- Alternate supply for essential services
- DG Set: Type of fuel used and capacity
� Source : CESU
� 11 KV of CESU
� 3 nos. of DG sets of 1250 KVA
• Impact of the new development on the surrounding areas
1. Traffic management at peak hours
� There will be some increase in road traffic during construction phase
due to transport of construction materials to the project site. During
operation phase also there will be little increase in road traffic,
however it will not posses any significant impact on existing traffic.
17
2. Buffer zone planned, if so, details
� The 10 km buffer zone of the project side encompasses various urban
landuse activities like hospital, schools, community facilities.
3. Activities likely to come up in the surrounding areas from the
project during construction & operation phases
� Adequate sewage treatment plant, greenbelt, solid waste
management plan will be adopted adequately which will be precedent
for later developments.
• State briefly impacts predicted on the quality and quantity of
natural resources from the proposed new development:
- Air quality
- Vegetation
- Animal/Aquatic life
- Surface/ Ground Water
� Air quality: Since the GLC of pollutants lie within permissible limits of
NAAQ standards as per CPCB, so there is no adverse impact on
surrounding area due to the project.
� Vegetation/Animal –Aquatic life: no adverse effect.
� Ground water: it comes under safe category as per ground water
assessment.
• State briefly impacts predicted on the quality and quantity of manmade features from the proposed new development:
- Transport Linkages:
a. Road
� There will be some increase in road traffic during construction
phase due to transport of construction materials to the project
site. During operation phase also there will be little increase in
road traffic.
b. Rail
� Nearest Railway station Bhubaneswar railway station at a distance
of about 4.5 km.
c. Water
� Treated Effluent that is within prescribed standard will be reused
for different purposes and rest will be disposed off to the drain.
d. Air
18
� During construction phase, fugitive dust emission will take place.
However adequate mitigation measures will be taken to suppress
it.
e. Others
- Heritage areas/ecologically sensitive areas
� There are no ecologically sensitive areas present nearer to the
site.
• Landscaping /Tree Plantation
� 20 % of the total plot area
• Any other relevant information of environmental significance-such as disabled-friendly design, fly ash utilization, Greening of supply chain, heat islands/inversions/venturi effects, Timber-free construction, Green rating, energy efficiency for lighting &
ventilation, Intelligent building, life cycle costs, measurable design impacts on human health, indoor environment related to occupational health etc.
� There will be use of Fly ash bricks.
� Solar Street light, Solar Water heating will be provided.
� Conservation of energy can be done by Passive and Active
Measures.
� Energy efficient electrical appliances will be used.
ffi€i)
STATE ENVIRONMENT IMPACT ASSESSMENTAUTHORITY(sE|AA), ORtSSA,
s.O, 1674.(F) Oate tTihtlor 20bs or nisiry dr Enrironhenr & Forejr, coyt. or tndDLrnder,Edvifoin?nr pfotedio; Acr. 1936.)
o ro . . rRr? r t i , B- .ou " .a . . to tzE.m:[email protected]
aate on '64'sEtAA-40/11
B bq_a'l'. B-rra FSDra, ror Ervror - .1rc r -specia SpcraGf, !o Co\rI Veno- Sec etafr, SctAA Ori "d
D Saryab%re Lpaa uJrve ' or vk6 DrF5oe, r (Pbe. r ,rovar e lvFo ca e & R".-d cn tn6rr_LeBo( ! / , C" ,5a lqodo86 , !dp O ,a i i i a B ' : d9e rho tara - '00029
Sub: Env rof|.nenrat Ctearance for constr!ction of MuttiSpeciaty Hospita ButLdrng atv d rdd . i iB ! ' bc r e rqa .o [ f 5 d r , tF r -o ,o .d .
sir
a) ThE h4 refe€nde to your ietlef ro I tdaled o2o3 2oo9 ahd slbsequ€nt terers9 : : d i ! 9 q r 0 9 : r . 0 4 2 0 r 0 r 7 . o . . o o 2 9 0 6 . / 0 o 0 5 0 3 " o . o . o 0 3 2 0 . o0 3 0 2 0 1 0 l a l 0 2 0 1 0 , t t _ 0 0 . 2 7 . 1 0 0 I O r 2 o f i d r o 2 ! . 0 . 0 . . o n
, ea D o v - e 1 r @ 6 d s b l e c l t a T d i e - - d o s a r r f l t , . e s t a t e t n , . o . - e . r a t h p d . ,ro ddvdro lvad (a .e qe .ea (h 8 - , t ' ' u
" ' td \p rVR, r < ld rdra l Bn . ban; !^a n'1" d rrr I o' /5,rda r." Dr.0i-9 aro cols-,clon o,o "c.s are o.eo ar S.., B(.. orr r r - "dLe r de B r '6oo .y o t E A o t .d ron , .oob d , d a re to o" appra sed b , ̂ - ccI e o o e . l p r o p o r e l L s J b m , l e d p . e s " b e d . o . 1 - t & f o f . t , a T f . c o . " p t J e t p a r
o" " ra l -osoGt o o .e . Le orooo, eo rL i >o- d t , .o .p i , "b , r d r l a * f i , 2 b e d s d - a 2 ) r , . . e d a . o o o . . r t o . r o e o , J .
r h o r d - g B r L b a r " . r J O d c " t e o L r L p r e a 6 , a B 5 s q n , d o o c a n i " i a e d or f 6 .o ' ) t ra . raave. p rp<Fr td t o - o 1e )d e , I f "a rd .es o , , t " p oe . i o I a .d . - '^ L o . ! 0 , 0 I f . S c ^ L o e i o e o l o L o . . i o e r q a . o , e . r o . r " I r s a a . . " a . +' ' s s o r o f , e l d r i l ' o - a l o r . , L o o o 1 i 1 a 0 c a i - I , F - t p - F p o p o . " a r
r a sJ € d ' o r d " L L s s o ̂ { . r 6 c t l o a d , o q o , E T F S L p p r e , d t e . . a r o t o a o . i l F_ o i D , a _ - r - r ' t s r 6 d b t r e o o o o l q r h e p o o o l a . t c d , F ̂ , . f d . r D d , p d r t o .
o 1 ( . J w a ( r o . - . . " " o o t - - o o r l t o . T . p o . o . d . d a o t 4 F
deliberatons lhe SEAC recommended ior condLlonarJor plantation Ailer delarledFnvironmenlaL Clearance
Based on the information/ dqcLme;E and clarllications prolided bv yoLr ne
o"" i^ ^t'*tnt ot,t"" nerebv;ccords ior grant ol Enlironmenial clearafce n
; , ; ; " - ; . ' i ; ; ' . , " , , ro 'a our .oo ot 5 .ve veoc r t " ';:.,;-^-"", -";,, as\e<smel \orrLa|o 2ooo dro zooe aro elos€q e'r
" . : i . , . * r r " " , " . "
- -o" , ! r 'o .< i /oEr Go\e ane ' ^" ro a c " ra \ lh" rer oe
and subecl to the foLlowing stjpulaied c0ndltions
L GEI!EN9!Dll!9!ls
r he aoDt(ar ' rP,o l " I Propo e lF '^*" " i - - * 'o '
"no nrq.Lo- o ' d i Po ' rLor \ !are
"p"- t , " "
" - L- " pour 'o l ' ruo g !od $asrA dro oomedca /asr"
."""g"t""i * n]*t-"1 tv them ; Form'1' Form_1A and Enviofment
r,/ana;ement Plair (EVIP) n compliance wllh lhe prescibed stalutory norms
and standardsi T\e app can wi lake s auto l cer d- (e I aob ovc
''nn! aneo aJ.nolies . respecl o''Fe o ojed a' a'd $\en "oL''d, , . I n e d o o l , . o 1 r $ ' s u o . r l ' a r / e a r / ' o i p a r c e r F o o I ' o o o d e l r o r a l r l
a ' e 'p"c o Fe sLoJ ed Le 's a d _o1d"o, ' '1 . . "
i""i*".*or c*""*" to ihe stete EnlLronn\ehl lmpacl assessment
o"ii".'tv. tse'oAf orissa.n lrlJufe and l"tDecembet ol each calendar
, , ' t . " o o" , t propo"" , . lJ oo lor o ' r rodc ocLLpa e le^a ' cer l ' i a l "
Ioa ' omperer l aLrro. l a( "n " re1" ' or J .o ' /er - as oFr I e D o\ iso 'o l
condLLLons slrp!lated by lhe Fre
Prevention Ofi icer, Orlssavi) Th; applcanl wil! adopl the p€sc bed noffis' specliicatons and standards
as Drovlded in the NationalbuildihC Code of lhdia 2005 specialy relating to I
a) Fire proiection and tife saletv ol ocoupanis oflhe buildjnqs
bj sarety ol personneL dlinq cbnstrucuon operauon and demoilion or
Natjonal B!ilding Code (NBC) 2005.
v) lhe pojecl proponeit shallcompLv io alLthe
i)s)
oayLishnh! and nalura lvenl r la l ronolbu l !d lnqsSale'y lrom..ecu ca i,_F s oc' a-o g t "_ 1q o'lte oLid a)
Alr-c;ndiiioning, heating and mechanical vmt lhlion or the bLr ldings'
Acolstics and noise conirololthe buildingsMahtenance and lunc|oning with emi$sions iiom gene'aiofs suppJingpower to common spaoe/ residential ih .ase ol Power failure along with
I!eL handllng /storage.h) lhsrallalion ofllfts and esoalalors ln lhe buildings
) watssupply draLnage and sanltauohlni!dln9 soidwasle manaqement'j) Lardscapinq ofsurcundi.a areas orthe buLdin0s
l l .SPEclALcoNDlTlONSi
A. CONSTRUCTION PHASE.No ground waier shall be extracted fo. the prciecl worh at anv stagedurifg consiruct.n phas€
il) Provisof shal be hade fbr the housing of constrlcllon laboLlers wnhrnthe site with alnecessary inlrastruciure and iaciilles such as fue iorcooking. mobie lailels moblc STP saf€ drnkng waler, medicai heallhcare creche etc The housing may be n the form of t€mporary strlcluresto be rerioved ailerlhe coripelioi of lhe pfoj€ct
ir) A First Ad Rdom wlll be provlded ln th€ proiect sile both dufngconstlction and operalioi of rhe projecl
iv) AlLthe top sai excavaied dlrns conslrucubn acUviiies sroud be storedsepafalely ld. lse ii L6nd rling horiclllure/landscape dev€lophenlwithin the proj€ct siie
!) Dsposal of mlck d! ng cdnsiructon phase sh00d not creale anyadverse eitecl o. ih€ neighbo.ing conrffuntes and vrllbe disposed offtaking lhe necessary precautons fo. Seneral salely and health aspecis oipeople ofly in apprcv€d s tes w llr the approva!of competent authonly
vi) Sol and ground lvater sampes sil be tesled lo ascedain ihat there s nothreatlo qroud wal€r qually by leachlfg ol hoavy melals and othef Iox c
!i) Constrlcllon spois includfq biluminols mater al afd othef hazardousmaierals shoud noi be alowed to contam nal€ v/alercaurses groLfd
. waler ard dump s i tes by lo low ng safe dumpfg /d isposa practceasperslalutory rues and norns L,iih n€cessary approvalof rhe O.issa Polullon
vli) The dleselgeneraior sets to be used dlrinq c.nskucton phase shal beow sulruf d€se type aid should conform lo E.v.orment (Prolectan)Ru es 1936 prescrbed lora i r and noiseenlsson s tandards
x) the d esel requred rorop€rat ing DC aetsshal be s(ored Ln under l rourdtahks and ir req!ired clBafance noh the Ohiel Conl.oLler oi E:ploslvessha lbe taken
x) V€hcles used iof brhgrnq conskircton materals to the stre shoud be i.good condlloh and sh.urd have a poLtutan ctreck cedtitcate and conJormto statllory o r and no se emissonstandards and shou d be operated orydufn! non peak houls of the day.
r0 Ambient holse levers slroud coiiom to €sidenlta srandards borh durn!day and nlght rncrcm€nlal po!l!liof loads on rhe amb enr air and no seq!elly sho!ld be closety monirored d!ring constr!ction phase. Adequatemeaslres shlr.rLd be raken lo reduce aribeni an afd nose leve durngconsttuclron phas€ sD as lo contorm to th. stpllated sranda.ds byCPCB/OPCB
. r , l v a s l b r . s s r o ' a b e ' " o " s o i 0 1 0 ' d " ' '0 " , u " p ro .= . - . o l r ' a \o r ' !d [o_ o sPo la 'oe 999 "
d a
d. ..deo re ear.', , R e d d \ m , ^ e o c o ( " e ̂ a J d b e J ! " d i n b d r ' ! ' : ! c 1 o 1
. , : , s ; : ; ^ ; : ; . i " ; ' " " " : , . , - . , * . . ,0 b: . o" ' c6,vB r o B
standards for these aPP icalonsrv) Watef demaid dlring coislrlciion Ehoud
practLces witho!t comproniisjn! qualrtv,be optimized bY adoPtrng best
,D Separaton ol grey and black waler sLlpplresdone by the use or dlal pllmbno Llne Grevirealed separateLy before recvcrng /reus€.
xvii) Fixiues for showers loiletlushing and drhklng water should be ol low
flow type and .€st cled to €q!tremenls by use ol aeratoB avodnq
vrastage pressure reducln! dexvil) Use ofglass may bd maxjmlm uplo40% of lota outerwaLarea (0 r€ouce
the enerqy cofslrnpiioi and load o. akconditonng li nec€ssarv hgn
quality dolble oass wilh special rcllecllve coaling mav be used Ln |re
xx) Rool should meetth€ prescrbed feqliremertas per Erergv ConseNal on
Bul ld ing code by usr9 approprate thermar ns l la l .n ma€raxx) Opaque wall',should meel prescfptjve requrements as p€r Energy
ConsenaiionBulLdin! Codexx) The approva ol lhe competent allhortv shal be obtaned ior sl'uctural
sarety of lhe blrldLngs due io earlhquake and cvclonei adequacv ar rire
. nghting equlpmenls etc as per NatlonaL buiding Cod€ of lndia 2005
incLLrdih! protecllon meas!red iiom ighienng elcxriD Regllar slpedislon ol tho above and other measues r0. monrtorng
should be in plac€ al ttlrough the conslruclon phas. to ararddlsturbances and pallutioi lo the s!rcundihEs
B. OPERATION PHASE
The ETP to ireat erfluenls fiom ihe hospital un t (bolh ouldoor and ndooflaciiiies) and STP ior kltchen / doheslic erlluents shoLrd be separate andwth sliialrle lechno ogy to render ihe lrcatmefl process eflecilve a.d reuseot processed waler possrbleT€niary lreaiment is proposed lo be done through provlsioo oi sand,acUvated nlters and UV exposufe whlch shold be strctly followed and theo f ! ' ' \ a e o ! r l / r " . o o e r dwofkabiity ol ihe prooessETP/ SIP sLudge processlng and subseqlent sal€ dlsposa with mdobialq '
" i r _ o 1 ' o , . q s t s o r d b e 5 1 . ! ' , o d " " d o
and colcclion sholld beahd back watcr shoud be
l:';,.fu.'r'
!) The rr.splta sholld have ihe. own Lncn€ratoo racilty wrlh alreouired aifpo luon conko measures 1o enslG sal€ dlsposaloi b omeilca soid lvas(esralher lhan pass on thd same lo an agency whose facltes are nol checked
v) The inslalLdtion ofthe Sevage Tr€almeni Flanl (STP)shoud be cert(ed by acompetent agency and a reporl rn lhs regad shoLrld be subtoilled lo lheSEIAA Orssa betofc the protect s comfiisso.ed lor op€raton TrealedeiJllent itum SIP shal be recyc;d / relsed lo llre maximw exlenl pos6 bieTreatmetrt ol 100% grey water by decentralzed trealnent sholLd be doneDsbharoe or rnused k€at€d elltuenr shal coniorn ro rhe norms and'ar dd d o! r '6 O' ( \ r 5G€ Po - oa Co i or Eodro
shou d be iaken l0.iitigale lhe odoupfobLem irom STP. . - t 6 . _ F , ' r d o e
5 1 o L t . r . r e - . 1 . o r . .o " , o r . \ o r ' D . B O a d
vl) Ihe prcteci propoheht wlL ensue ihdi under no crumstahces, theen\ribnment s paLlted due to nonlrnction n!/ uoder periornrance ofsewerage d isposa systen of ihe pro lec i Toacheveths astand-by STPwlth sim ar capacty shoLrd be instated to be pll .1o setotce durin! lhema nr€fance/ o leT hal tng o ' the or tq tna Srp
vli) The soLd wasle genefat€d shoud be prop€ry cotecred and s€gregated r!€lgarbage shoud be dslos€d off la cofnpftred and dfy/ nelt sojd wasreshould be d isposed or f io a d .drec agency tor sate dsposa N! .essaryapproval / perm ss of may be obta ned rrod the concer.ed aurhor I es
x) Th€ b o medica wast. generated sra L ba.co Lecied and d spos€d ofi as perlhe pro.rsldns of ihe B tL.ry (Maiagemeit & hand n9) Ru.s, 19eS ard asl n d b d i 6 6 o
x) The proponent shal rrn,.t ,tut"tei tpecnoaton "nd
desjgn pa6mdlc6 .fproposed fcjneEtorw hin tnree honths iro; rhe date oftssue or Ec
xl) Dlesol Fower generalrg seis pioposed as solde or DacK-up povr€r ror rjrselevators and comhon area tLrhina(rof during opera|of prrase shoud lre ojencrosed type ,nd corrorm to Envnofnen( prorecton (Ep) fues 1996 thehe ght of th9 sets sriourd be eq!a l0 rhe hei!hr needed lof theoao_-o rprc , o . p-ooo '60 Dc set ( on tog" . r " .
should be used. The acaron. i (he DG sels r iay be.Jecrded n consuLia i fwlh Orssa Sta le Pol l t ior Coni rcL Boad, Care may be raken to avo.d sposa ol smoke/ pltutartsJrom D9 sels n lhB resdenUa area
rl) Nose should be contro ted 1o enslre lhat it does nol exceed the pfescr be(slardards Duf n9 n ght I me, rhe notse eve s'measlred at the boundary othe stes shat be rest.leil to |re Fermissbt€ eves ro comp! s ll.r ii!
ceei-bel & avenue pahtalof oi tees over atEast 20% of lhe site are.shaL be done !sin! narive rroe sl)ec es / ptanG ihpro! -9 gre€iery & keep.(In vew aes| re t rcs.onsdera ions i r the vrhoe camp!s. profoss.na
9 6 j . a . r o
"a,iors envronmenrar param;l€rs like dust folse enrissons elc ard
pl ,^." jr ."".r.q d \' rd F 'r o' a) D'd rb' 'o
"r,"r J u" ilJlor"r*L,r. e"l*e rechargin! th€ ruri oit pre treath ent nrLrsl be
done to remove slspended mal\er oil greas€ and oiher so!b€ components
as Der norms Rainwater recha€e should be lh.ough specred recharle
sholLd be throlgh specllied recharge pits of requn€d fwberc The sldace
runoff waler shoud lre stored suitablv lrealed and Elsed for landscaprng'
The bore-welL Jor El.water redlrarg nq should bsLeDi a\ Least 5 mF abov€io ro waerlloie itreliiiiotoav mav prelembv be adopted
fion a commerclaLftm wilh perrormance glaranleeWeep holes in lhe compornd walLs sliall be provlde.r ro
drai.age ol excessile €n Waier in the prolod area ourngperiod alter lhe haruasu.g operalons Care trlstbe bken sowaterlogglng l. ihe tedtory and drainage is 1c0%
,/"t Tlre grolfd waler evel ard i{s quaLlty snould be monLtor€d
consu tation w th CenLraL/ Stal€ Cround Waler A!(hod{y
xv ) Traliic congestLon neal the entrv and eril Polnls irom \ne roads adjonng theproposed project sile nrlsl be avoded Traliic congeston shal be alordedinsde the projbct ste Ihe aiea ear marked lol parkLng shalLnol be !sed fordiy olher p;pose. allemale enlry anrl exit hrust be provi!€d to haideexcess traiiic end €nerc€ncy s IuatLons.
x!Li) A repo on the energy conserualon meadures conrirming lo enersyconsedaiion norms fitralzed by the Bureao of Energv Efirclendv should beprepared fcofporating deialls abolt buidin! indterzls & techho oov R & UFaclors elc and slbmitled to ihe sElM Orssa in three monlhs time befcr.o D c d i o - | d b i r a , o .
xr) Prc! sions af solar hot waier stodg€ / supples at ihe rooi iop may be madeag persiatulory noris of cPcB/MoEF/sPcB orissa
!r) Ene.qy conserva[on measlfeE rk€ ]nstaialon or cFLs fiFLs ior lghlng lheareas ouiside the buiLdrn! should be inte!ral pan oi lhe project delgn andshold be in pLace belore proj€ct commissioning used CFLS afd TFLSshouid be propery colecled and disposed oii/sent lor rccycl.q as per thepfevai l lns gudeines / ruLes o! ih€ rewlatory au lhor ly lo avo ld toxccontamnation Use of so ar panes may be adopted to ihe maxrmunr exl.ntposs bLe. especla ly for slreeisiqhis
a) The buldn! bLocks sho|d hale adequale dislance between them io alLorvmovemento i l .esh a i f and passale o l na l l ra l lght arandvent la tor
x\Li) The iunds earmarked for the environme.l proleclion measur€s shal bejudico!sLy utLlLz€d !nd€. no circuhslafces this rdnds shalbe diverled ioroiher plrposes Like An.ual alLocatLon and nlalnbnance I monitorlng etc andexp€ndture fo . ths l lnd should ba repor t€d to (he SE M Orssa
' - te reo o, r f e ocr Feooia - t -o ! to oe app op. a .e / add.esspo . I e - .D
a. f . i [es o be J oena-e- oy.1€ o.o,€( t propo-e1( i1 rhe:er d1a. r .o-pah ih ths regad shbutd be preparEd and submitredto SEM, Olssa.
he aoove -efl o, Fo stio lrled colot ors rhat o" .o. pt 6d r. r re.ooL,o I cnnerrau e 'o @noy co lo . tds -e l , io lao(a ' . . r a l i o o f , 1 . e1 { ' o mer r c t . F r .a . c€ d .d a l r . r I dc i i o l L r de . .T Dro . eo . .or Er , ,on-F1. p o le( ror ) !cr , 1sg6
:1..::g:jl,iq. ".1"1,:" or ErA Nofficdrion. 2006 by you in corsrrucrine /d€v4dprnE bero e tahhq o i to , Ehvt .onne- lar Ctearance. the maue, ts be i .q d ;at tseparar€ry by th ' Star€ Oovernne.r fo .a ! fo l rorsuct_ v io .a l ion,
/ol
' l / i l s l , r o r r / i ! -er r 8 |o , " ! ts Co4 o,^
, o m b r e , L o d t R o a d N " 4 0 " . , i o , . - d r r t o r n a r o - ..
. ; i l i i J:-",n. -"".8 E-.io1relrDeoi coF.,." ol
Bhawan, CcO
' !I,11; :"f,:""Jtf;;:;i:.""i1"1_:i::"' BlJx-l ^' 3 \,a d d' ::',:,:";:"iii. "; ::J:';"-:"8::;:"oJ.;""rr, I, i;:-"i :, " -,
" li::;ri,l,";J.:, li;"ll;!::::"u:ij, ;,'" .- "; -" q. -.b-",, g,s a ;
Bh!baheswar Deveopment A!lhorir
!:',{"tti+'i:"'i,-:;,5:'";"i,'r"+;ir#1"r'-,'lil'":,"';' B:tl yi#i:Hii::; i;i:1*r:*Ili,xl1":u'p'/
a sea-"eeI t :r; ;;; .5;g-r;qiri!" ";a:^:,m' ;:', ,'i";, :,,;-^ umlv I , bnLbaneswartor Ind ntormaton
' >oL_lVember Socrerary
,/
HBHUBANESWAR OE!ELOPMENT AUTHOR Y
/VALAYA /\!ARC, EHUBANESWAR
tsee Requ a!od.e (4)lp1/BDA Bhuban4war
: " : : " .
,,",,. "..":.". ..;, ;;t;;;i|"::":1,:::."-"d AltRt HocD,!. buird,ng
F m d e , n d a H _ M c h r s A r Moler cAoepsnmed a o[ed ur3wns prol No l!1/1
(tsdsPirar arockl lin sq.mlr)
T
i"$,." ii;ld,'".l a*,,;",,;ovc'l lo be Dror' e;
;":l"l,l""r .:|1"fffiir".t=- - r
' : '&" l i : . " . , l" , , r = i , | " . . . . , , : 1 . -
: :;.:";i:;: :li:,:":l^ :::: i. ; *.
" ". s noi 0p,10 -alied o':" i:l';:]" " :":i:::T-: "1 : "' :'',.. ":,;:'i'';'ii'li. ?;1":"
', I ;-"-:r:l -" "* "'| : " "; . ;"",: ;l :^:l'":;,:::" ""-:ll::T,? rh. p._*_ " __d.. ;;;"il1il,:t:ff ".ll;:,ffiil: *^*
am ree
B.rre s0utrlcesanfu;l;
a!shl9!L
I
-l::" I
1*
Memo No *lcpjaBDA Bhdrn6sr o.ed lAlt:qol!!
.opies or'rhe apprcved pan lo S'i oayanandanrornauon.nd necesssrv
PLA NNC MEM8ER/AIJIIIORISEOOFFICER
cy cad ri..ra idmodr.ro y.
A{,"."
Br'u baoeswa, Deveiopmenr Aullr o ily
*i{'roMaded ro the Land one. GA oeoadmenl Bhuban*warl in@seor
d 60, ol -. app o.coco.po€liodExecurve ofli.e, Khu,da Municpa ry/E:ecurive
/Eiecurve ofice, fto'i NAcro, nlo,malon
PLATINING MEMBER/AUTHORISEO OFFLCER
otussa Bhubaies$'lEnrorcemenl se.ron soa
PLANNING MEI{BER/AUTHORISED OFFICERBhubanesM. DevelopmenrAurho y