24-04-2014 To The Director (S) & Member Secretary (IA DIVISION) Govt. Of India Ministry of Environment and Forests Paryavaran Bhawan CGO Complex, Lodhi Road New Delhi – 110 003 Dear Madam Sub: Submission of Terms of Reference (TOR), FORM-I for Proposed Expansion (197,000 TPA to 300,000 TPA) of Asbestos Cement Sheet Plant at Plot No: 289, IDA, Kondapally Village, Ibrahimpatnam Mandal, Krishna District, Andhra pradesh – Reg. HIL LIMITED is an existing company Manufacturing Asbestos Cement Sheets & Its accessories. HIL LIMITED has Proposed to go for Expansion from 197,000 TPA to 300,000 TPA at Plot No.289, IDA, Kondapally Village, Ibrahimpatnam Mandal, Krishna District, Andhra pradesh Here with we are submitting our TOR proposal along with Form- I both soft and hard copies. Thanking you Yours faithfully For HIL LIMITED AUTHORISED SIGNATORY
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24-04-2014 To The Director (S) & Member Secretary (IA DIVISION) Govt. Of India Ministry of Environment and Forests Paryavaran Bhawan CGO Complex, Lodhi Road New Delhi – 110 003 Dear Madam
Sub: Submission of Terms of Reference (TOR), FORM-I for Proposed Expansion (197,000 TPA to 300,000 TPA) of Asbestos Cement Sheet Plant at Plot No: 289, IDA, Kondapally Village, Ibrahimpatnam Mandal, Krishna District, Andhra pradesh – Reg.
HIL LIMITED is an existing company Manufacturing Asbestos Cement Sheets & Its accessories. HIL LIMITED has Proposed to go for Expansion from 197,000 TPA to 300,000 TPA at Plot No.289, IDA, Kondapally Village, Ibrahimpatnam Mandal, Krishna District, Andhra pradesh
Here with we are submitting our TOR proposal along with Form- I both soft and hard copies.
Thanking you Yours faithfully
For HIL LIMITED
AUTHORISED SIGNATORY
1
FORM-I
HIL LIMITED
PROPOSED EXPANSION CAPICITY From 197,000 TPA to 300,000 TPA
Manufacturing of Asbestos Cement Sheets & its Accessories
HIL LIMITED Site location:
Plot No.- 289, IDA, Kondapally,
Ibrahimpatnam Mandal Krishna dist.,
Andhra Pradesh
HIL LIMITED Regd. Office:
Sanath Nagar Hyderabad - 500018
Andhra Pradesh
SUBMITTED TO
MINISTRY OF ENVIRONMENT & FORESTS PARIYAVARAN BHAVAN,
LODHI ROAD, C.G.O. COMPLEX, NEW DELHI – 110 003
2
APPENDIX I (See paragraph – 6)
FORM 1 I Basic Information Serial Number
Item Details
1 Name of the Project: HIL Limited. 2 S.No. in the Schedule Asbestos industries
Category A 3 Proposed capacity/area/length/
tonnage to be handled/ command area/lease area/ number of wells to be drilled
Manufacturing of Asbestos Cement Sheets and Accessories: Capacity from 197,000 TPA to 300,000 TPA
4 New/Expansion/modernization Expansion 5 Existing Capacity/Area etc 197,000 TPA 6 Category of the project A or B A 7 Does it attract general
condition? If yes please specify. NA
8 Does it attract Special condition? If yes please specify
NA
9 Location Plot/Survey/Khasra No Plot: 289 Village IDA, Kondapally Tehsil Ibrahimpatnam Distrct Krishna (dist)-, State Andhra Pradesh 10 Nearest Railway Stn. / Airport
along with distance in Kms Vijayawada( Rly. Stn) 20 km Gannavaram (Airport) 45 km
11 Nearest town,City, District head quarters along with distance in Kms
Vijayawada 20 km
12 Village Panchayats, Zilla parishad,Municipal Corporation, Local Body (Complete postal address with Telephone No. to be given)
IDA, Kondapally Village, Ibrahimpatnam Mandal in Krishna Dt. Andhra Pradesh state.
13 Name of the Applicant HIL Limited. 14
Registered Address Sanathnagar Hderabad
15 Address for Correspondence IDA, Kondapally Village, Ibrahimpatnam Mandal in Krishna Dt. Andhra Pradesh state.
Name Mr. C.Sravan Kumar Designation
(owner/partner/CEO) DGM (OPERATIONS)
3
Address Plot No.289, IDA, Kondapally Village, Ibrahimpatnam Mandal in Krishna Dt. Andhra Pradesh state.
Pin Code 521228 E-mail [email protected] Telephone 9177091011 Fax 0866-2872503 16 Details of Alternative Sites
examined, If any Location of these sites should be shown on a topo sheet
NA – Existing Unit proposed for Expansion
17 Interlinked projects NIL 18 Whether separate application of
interlinked projects has been submitted
NA – Existing Unit proposed for Expansion
19 If yes, date of submission NA 20 If no, reason 21 Whether the proposal involves
Approval/clearance under: If yes, details of the same and their status to be given
a) The Forest (conservation) Act, 1980 ?
b) The Wildlife (Protection) Act 1972 ?
c) The C.R.Z. Notification, 1991?
NO
22 Whether there is any Govt. Order/policy relevant / relating to the site ?
APIIC , Industrial Estate
23 Forest land involved ( hectares) NIL 24 Whether there is any litigation
pending against the project and/ or land in which the project is proposed to be set up ?
a) Name of the Court b) Case No c) Orders/directions of the
1. Construction, operation or decommissioning of the Project involving actions which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)
S.No. Information / Checklist
confirmation Yes/No Details thereof (with
approximate quantities /rates, Wherever possible)
1.1 Permanent or temporary change in land use, cover or topography including increase in intensity of land use ( with respect to local land use plan)
No
1.2 Clearance of existing land, vegetation and building?
No Not applicable
1.3 Creation of new land uses? No Not applicable 1.4 Pre-construction investigations e.g.
bore, houses, soil testing? No Not applicable
1.5 Construction works? Nil Not applicable 1.6 Demolition works? Nil Not applicable 1.7 Temporary sites used for
construction works or housing of construction workers?
No Not applicable
1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations
Nil Not applicable
1.9 Underground works including mining or tunneling?
No Not applicable
1.10 Reclamation works? No Not applicable 1.11 Dredging? No Not applicable 1.12 Offshore structures? No Not applicable 1.13 Production and manufacturing
process? Yes Shown in draft TOR
1.14 Facilities for storage of goods or materials?
Existing Existing
1.15 Facilities for treatment or disposal of solid waste or liquid effluents?
No All solid and liquid waste are collected and recycled in the plant. There are no solid or liquid effluents.
1.16 Facilities for long term housing of operational workers?
No Not applicable
1.17 New road, rail or sea traffic during construction or operation?
No road is existing up to project site
1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and
No
Not applicable
5
stations, ports, airports etc.? 1.19 Closure or diversion of existing
transport routes or infrastructure leading to changes in traffic movements?
No
Not applicable
1.20 New or diverted transmission lines or pipelines
No Not applicable
1.21 Impoundment, damming, culver ting, realignment or other changes to the hydrology of water courses or aquifer?
No
Not applicable
1.22 Stream crossings? No Not applicable 1.23 Abstraction or transfers of water
from ground or surface waters? Yes 484 KLD(Existing) + 200 KLD
for Expansion drawn from existing bore wells.
1.24 Changes in water bodies or the land surface affecting drainage or run-off?
No
Not applicable
1.25 Transport of personnel or materials for construction, operation or decommissioning?
No Not applicable
1.26 Long-term dismantling or decommissioning or restoration works?
No
Not applicable
1.27 Ongoing activity during decommissioning which could have an impact on the environment?
No
Not applicable
1.28 Influx of people to an area in either temporarily or permanently?
No 50 persons (contract workers)
1.29 Introduction of alien species? No Not applicable 1.30 Loss of native species or genetic
diversity? No
Not applicable
1.31 Any other actions? No Not applicable
2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non- renewable or in short supply): Sl No.
9. Factors which should be considered (such as consequential development)
which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality.
S.No. Information / Checklist
confirmation Yes/No Details thereof (with
approximate quantities /rates, Wherever possible) with source of information data
9.1 Lead to development of supporting, facilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.:
- Supporting infrastructure (roads, power supply, waste or waste water treatment, etc)
- Housing development - Extractive industries - Supply industries - Other
No No No No No
Not Applicable Not applicable Not applicable Not applicable Not applicable
9.2 Lead to after-use of the site, which could have an impact on the environment
No Not applicable
9.3 Set a precedent for later developments
No Not applicable
9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects
No Not applicable
III Environmental Sensitivity S.No. Areas Name/
Identity Aerial distance (within 15 km) Proposed project location
10
boundary 1 Areas protected under international
conventions, national or local legislation for their ecological, landscape, cultural or other related value
No
Not applicable
2 Areas which are important or sensitive for ecological reasons – Wetlands, water courses or other water bodies, coastal zone, biospheres, mountains, forests
No Not applicable
3 Areas used by protected, important or sensitive species or flora or fauna for breeding, nesting, foraging, resting, over wintering, migration
No Not applicable
4 Inland, coastal, marine or underground waters
No Not applicable
5 State, National boundaries No Not applicable 6 Routes or facilities used by the
public for access to recreation or other tourist, pilgrim areas
No Not applicable
7 Defense installations No Not applicable 8 Densely populated or built up area No Not applicable 9 Areas occupied by sensitive man-
made land uses (hospitals, schools, places or worship, community facilities)
No Not applicable
10 Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)
No Not applicable
11 Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded)
No Not applicable
12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)
No Not applicable
11
IV. Proposed Terms of Reference for EIA Studies Environment Impact Assessment (EIA) Study has to be completed. A summary of terms of reference reports are enclosed as Annexure for kind information please. “I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance give, if any to the prject will be revoked at our risk and cost ”. Date: . Place: Signature of the applicant With name and Full Address (Project proponent / Authorised Signatory)
1
TERMS OF REFERENCES (TOR)
HIL LIMITED
(Previously Hyderabad Industries Limited)
ASBESTOS CEMENT SHEET MANUFACTURING UNIT
PROPOSED EXPANSION CAPICITY FROM 197,000 TPA to 300,000 TPA
LOCATION: IDA, KONDAPALLY,
IBRAHIMPATNAM MANDAL KRISHNA dist.,
ANDHRA PRADESH
Registered Office HIL LIMITED Sanathnagar
Hyderabad -500018 ANDHRA PRADESH
Submitted to MINISTRY OF ENVIRONMENT & FORESTS
PARIYAVARAN BHAVAN, LODHI ROAD, C.G.O. COMPLEX,
NEW DELHI – 110 003
2
TERMS OF REFERENCES (TOR) BY THE PROPONENT,
HIL LIMITED ,
1.0 INTRODUCTION:
Location : IDA, Kondapally,
: Ibrahimpatnam Mandal
: Krishna Dist.
: Andhra Pradesh.
Size of the project : Manufacturing of Asbestos Cement
Sheets and Accessories Capacity from
197,000 TPA to 300,000 TPA
The expansion in productivity:
No Additional land
No Additional Building
Additional Equipment
Increase size of the Sheet
Improved vacuum systems
Improved waste recycling
ADVANTAGES TO THE PROJECT:
There is a positive impact on the environment due to the usage of fly ash of about 27%
in the product which is a waste material of a nearby Thermal power station. The
land is declared as industrial area by the government itself after a thorough study by
expertise.
2.0 UTILITIES
POWER
Connected maximum demand of 1500 KVA which is under HT limits. The required
power connection is obtained from APSEB. However, D.G sets of 2 X 1010 KVA and 320
KVA are installed. No Additional DG Sets required.
3
MANPOWER
The regular manpower required for Existing administration, and production purposes
around 50. Additional manpower (both regular and contract basis) for expansion will be
up to 50.
WATER
Water requirement for Existing is 484 KLD, Proposed expansion will be 200 KLD. Total
water requirement for both existing and proposed will be 684 KLD (per day) for process
+ administrative purposes. It will be met by Existing bore wells within the project
site.
3.0 SITE
The expansion Project will be implemented with in the HIL premises which is at IDA,
Kondapally Village, Ibrahimpatnam Mandal in Krishna Dt. of Andhra Pradesh state . No
Additional land is required. The present site is at Kondapally village, 5.8 Kms
from Ibrahimpatnam, Vijayawada - Hyderabad - Pune National High way
No.9. The land falls under industrial area of Andhra Pradesh Industrial
Development Authority, IDA, Kondapally, Ibrahimpatnam mandal in Plot
No.289. The company has proposed to go for expansion operations in the
existing premises of HIL in 13.89 acres of land. No Additional Land is required.
Main reasons for initially selecting the site is that land is in existing premises of
HIL. Land is developed by APIIC who had already declared as an industrial area
after a thorough study of negative/positive impact studies due to the major
development in the area.
Easy to receive and importing material. Good transportation is possible as the
site is situated near the highway. Man power availability. Nearer to raw material
4
and market. Getting additional raw material for additional production capacity is
also not a constraint. Sufficient raw material is available. Utilizing more Fly ash
from the nearby Vijayawada Thermal Power Station as a major part of the raw
material.
As for transportation of goods, there is already existing black topped roads from
the National High way No 9 to the project site. The distance From the NH 9 to the
site is around 5.8 KM. This is quite adequate for the possible truck movement
envisaged.
4.0 DESCRIPTION OF ENVIRONMENT
Kondapally village is a geographical part of Ibrahimpatnam mandal of Krishna
district in Andhra Pradesh. The average annual rainfall is 700-900 mm. The
maximum and minimum temperatures of the region are 42 C and 20 C. Area
falls under semi- arid zone category. The area of interest for the REIA studies
is 10 Km radius with IDA, Kondapally as its center.
The study area overlaps mainly three mandals in Krishna district namely
Ibrahimpatnam, G.Konduru and Kanchikacherla. Topographically the project
area is covered by hills on western side other sides are plain and flat.
Kondapally reserve forest is present in the study area. The site area is about
110 ft above mean sea level. The land around the site is not cultivated. Base
line data on the socio-economic conditions of the villages within 10 Kms radius
indicates availability of basic amenities like hospitals, educational institutions
public transport. Vijayawada Railway station is about 20 kms from the HIL site.
Location map of the project area is shown in following pages.
5
SITE LOCATION MAP WITH GOOGLE EARTH IMAGE PROJECT SITE
6
FIGURE 1.1 LOCATION MAP
ANDHRA PRADESH
KRISHNA
PROJECT SITE
7
5.0 PROJECT DESCRIPTION
SALIENT FEATURES OF THE PROJECT SITE
Location of Project Village Mandal District State
IDA, Kondapally Ibrahimpatnam Mandal Krishna District Andhra Pradesh
Altitude 110 feet Latitude 160 38’13.26” N Longitude 80033’14.65” E Soil Type Black soils Land Availability 13.89 acres
General Climatic Conditions Maximum Temperature (0 42 c) Minimum Temperature (0 20 c) Relative Humidity(%) 82 Annual Rainfall Average (mm) 800
Accessibility Nearest Highway NH-9 – 5.8 km (S) Nearest Railway Station Vijayawada – 20.0km) Nearest Airport Vijayawada – 45.0km Nearest Town Vijayawada – 20.0km Nearest Village Kondapally– 1.0km
Historical / Important Places Water bodies Krishna river – 10 km (S)
Budameru river – 4 km (E) Reserved Forests Kondapalli R.F. 4-5 km Archaeological/ Historically important areas
None
Sanctuaries / National Parks None Sensitive Places None Seismic Zone(As per 1893) Zone I
6
8
RAW MATERIALS
The raw materials required are Asbestos fibre & other fibres (8 to 9%), Binders cement & flyash
materials (45 to 47% and 27% respectively).
5.1. RAW MATERIALS- SOURCE
Raw Material
Source
Cement Nearby sources Fly ash Nearby Power station Fibre Fully Imported from Canada,
Brazil,Russia Pulp Local Water Existing Bore wells of HIL LTD
As for transportation of goods, there is already existing black topped roads.
As for transportation of goods, there is already existing black topped roads from
the National High way No 9 to the project site. This is quite adequate for the
possible truck movement envisaged.
MANUFACTURING PROCESS OF A.C. PRODUCT
Asbestos Fiber of different grades are imported, mainly from Canada, Russia,
Zimbabwe etc, and received in pressure packed condition in impermeable bags
in palletized form. The fibre pallets are transported to the factory in closed
containers through the trailer trucks. These palletized fiber bags are unloaded in
fiber go-downs with the help of fork lifts. Fiber bag pallets are conveyed to the
fiber feeding section by means of fork lifts. The fiber bags shall be slit open in
closed automatic bag opening device. The empty bags shall be lifted by a hooking
device attached within the bag opening device and carried to the attached bag
shredder unit and the fiber after passing through the lump breaker shall be
collected in the attached blender where some water shall be added to maintain
the process in wet condition.. When all the bags in one charge empties the fiber
9
on to the blender, the fiber in wet form shall be taken to the Edge Runner Mill via
a screw conveyor and elevator which is also joined by the shredded bag pieces
from the shredder unit. Here at ERM some more water is further added to the
fibre for milling operation. The bag opening device & the edge runner mill shall be
kept under negative pressure by tapping it on to a Bag Filter Type Dust Collector
with pulse jet which again is connected to a Hydro-static Precipitator, connected
to a blower (capacity _ 7500 m3/hr) driven by a 15 Hp motor. The delivery point
of the blower is connected to the Air Wet Washer and through to a 18 m tall
stack. The Hydro-static Precipitator works on the principle of tidal wave
generation. Particles collected in hydro-static precipitator shall be periodically
recycled in wet form. From this point onwards the total process operations
involving fibre are carried out in wet condition with no possibility of dust
generation during manufacturing process. The milled fiber is weighed in weigh
hopper. The pre-requisite quantity of fiber which is about 8% of the product is
mixed with required quantity of water in Wet Opener or fibre cone where it is re-
circulated for about 3 to 4 minutes. The above slurry along with other fibers, if
any, a small quantity (around less than 1%) of pulp and small quantities of
homogenized solid waste + process sludge in slurry form (from sludge recycling
tank/Wet Ball Mill) is taken to Beater tank. Cement is received and stored in go-
down., from where it is conveyed to the Cement + Fly ash Mixing Tank via screw
conveyor. Next, Fly ash is received and stored in closed go-down. Fly ash shall be
pneumatically conveyed Pre-requisite quantity of Special binders - Fly ash
(around 26 to 28 % of the product) is mixed with water, converted into slurry and
sent to Storage tanks. A measured quantity of Fly ash slurry is taken to the
Batch Hopper and then to the Cement + Fly ash Mixing Tank. The cement + FA
slurry thus prepared in the Mixing tank is sent to Wet Rotary Sieve & thence to
the Beater Tank, thus joining fiber slurry.
The RM slurry thus prepared is transferred to Storage Tank where it is under
constant agitation. From here slurry is taken to the Dilution Tank(or Distribution
Tank) and diluted further using recycled process water. Slurry from the Dilution
10
Tank is taken to the sheet forming machine consisting of an assembly of 5 vats
placed in series and with rotating sieve cylinders placed one in each of 5 vats.
The sieve cylinders are fitted at its periphery, with the wire mesh of specific size
(mostly 40 mesh on top surface and 5 mesh on bottom surface). An end-less felt
made of synthetic woven fabric runs tangentially atop the sieve cylinders. The
slurry through the sieve cylinders gets filtered out. The differential hydrostatic
pressure thus created between the sieve cylinder and Vat causes an asbestos
cement film to be formed and picked up by the sieve cylinder which in turn gets
transferred to the moving felt. The gradually thickening slurry due to filtration is
constantly diluted in the vats. The excess water in film is dehydrated by vacuum
system. The wet film from the felt is then transferred on to the rotating sheet
forming drum.
After the required thickness is achieved the wet sheet is cut by automatic cutter
fixed on the sheet forming drum. The formed sheet is then trimmed widthwise
with long cutters to the required width. The length of the sheet varies as per the
market requirement from 1.5 M to 3 M. after cutting to the required length the
sheet is transferred on to the profiling machine (Corrugator) by vacuum sucking.
The formed sheets are stacked in between the steel moulds ( templates) which
will be air cured for about 12 hrs in a closed chamber. After the air curing the
sheets are separated out from the templates in destacker machine. The
templates are cleaned and lubricated and sent back to profiling machine. The
sheets then are inspected on-line, stacked on steel pallets and water cured for a
minimum of 12 days before being finally inspected and then dispatched.
11
6.0 PROPOSED SCOPE OF WORK FOR EIA STUDY:
OBJECTIVE:
Preparation of REIA/EMP Studies is a pre-requisite as per EIA-2006
Notification. The proposed Project envisages setting up of 197,000 TPA
ASBESTOS CEMENT SHEET PLANT. EIA and EMP will be prepared to
address these developmental activities.
The EIA study includes determination of baseline conditions surrounding to
the proposed developmental facilities, assessment of the impacts on the
environment due to the operation of the proposed expansion Project and
making recommendations on the preventive measures to be taken, to
minimize the impact on the environment to acceptable levels. The field data
around proposed project will be collected within 10 Kms radius of Project
Site.
6.1 COMPONENTS OF THE EIA STUDY:
The component of the EIA study includes:
• Determination of baseline conditions using primary data generation and
secondary data available from existing reports and studies and historical
data from government published reports
• Detailed description of all elements of the project activities during the pre-
construction, construction and operational phases. The elements analyzed
and included the infrastructures of the project including drainage features,
roads, waste collection, disposal and management and utility requirements.
• Identifying the sources of pollution and assessing the impacts on the
environment due to proposed project. Analysis and assessment of designs to
12
ensure environmental soundness, sustainability and regulatory compliance
of the designs are studied.
• Preparation of EIA and EMP documents with recommendations on
preventive and mitigative measures for limiting the impact on environment
to the desired level during various stages of project. Development of a
suitable post study-monitoring program to comply with various
environmental regulations also done; and
• Risk Assessment (RA) describing the probable risks and preventive &
precautionary measures to be followed in the event of emergency situations
such as accidents, fire, oil spills, etc.
7.0 BASELINE ENVIRONMENTAL DATA GENERATION:
Field assessments of the physical, ecological, and socioeconomic aspects of the
site and surrounding environs of the development facilities shall be conducted.
These assessments shall be used to determine the potential impacts of the
proposed expansion project. The survey includes a photo-inventory of the
physical and biological features of the site and environs, and the areas viewed
with respect to the suitability of the proposed facility.
The data generation will include:
Physical: Climate, air and noise quality, geology, topography,
groundwater/surface water hydrology and quality and hazard vulnerability.
Ecological: Terrestrial and aquatic communities; presence of rare, threatened,
and endangered species.
Socioeconomic: Demography, regional setting, location assessment, and land
uses.
13
The baseline monitoring on physical parameters encompassing the entire
developmental facilities are proposed to be carried out after TOR approval for
assessing the environmental quality. A reconnaissance survey has been
conducted prior to commencement of sampling to select the locations by a
team of technical experts. The sampling requirements have been established
based on the standard scientific methods.
The details of monitoring to be carried out on environmental attributes are
presented in Table below:
Environmental Data Generation- Scope of work covered
SNo. Attributes Scope of Work
1 Ambient Air
Quality
10 Locations - 2 days/week for 12 weeks
(3 months) PM2.5 ,PM10, SO2
, NOx, and
CO will be monitored as per CPCB
guidelines.
Design of ambient air quality sampling
network with regard to topography,
population, sensitive locations, emission
sources, background concentrations and
possible impact zones, through
application of screening air quality models
for assessing the maximum GLC zones
prior to start of baseline study.
2 Meteorological
data
1 Location - 90 days
Wind speed, direction, temperature,
humidity, cloud cover and rainfall will be
monitored.
14
SNo. Attributes Scope of Work
This is to be further supported by the
meteorological data for the area of interest
from the nearest meteorological
observatory and Trend analysis of
micrometeorological data generated at the
site.
3 Water Quality 10 Locations- (Surface & Ground water
samples) – Once during the EIA study
Parameters as per IS-10500, IS:2296 and
EPA Act as applicable .
The survey also include estimation of
water balance and assessment of impacts
on regional water demand and availability
of fresh water due to drawl of water for
plant, recommendations on water
conservation and rain water harvesting
measures based on past experience on
similar projects; and identification of
suitable location and methodology for
disposal of waste water form all sources.
4 Soil Quality 10 Locations once during EIA study.