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T he Director- IA. II (M) , Dt. 23-05-2018 M ini stry of Enviro nment , Forests & Climate Cha nge, Indi ra Paryavaran Bhawan, Jor Bagh Road, New Delhi -110 003. Sub. :- Env ironmental Clearance - P roposed “Building S tone Mine” situated at Sy.
Nos. 1376, 1377, 1378, 1405, 1406 & 1411, Kanichar Village, Ir it ty Taluk (Prev iously in T halassery T aluk), Kannur Distr ict , Kerala for an area of 6.9818 ha. - B2 Category – No duly const ituted SE IAA/SEAC, Kerala – Appl icat ion - Reg.
Respec ted Si r , In regards to above, we would li ke to inform you that above mentio ned pro ject having mining lease area o f 6 .9818 ha. i .e. less than 50 ha., hence categori zed as ‘B2’ as per Noti f ica tio n d t. 15-01-2016. The tenure of the SEAC/SEIAA Kera la was expi red on 18-03-2018 and the new SEIAA/SEAC for Kera la is yet to co ns titute. In the absence of duly constituted State Env ironment Impact Assessment (SE IAA) / S tate Expert Appraisal Committee (SEAC) Kerala our proposed project can be considered as Category “B” project in the Central lev el as per EIA Not if ication. In this co nnection, p lease f i nd enclo sed the fo llo wing for your perusal: -
1. Duly fi l led Form–1 as per Appendi x–I under EIA Noti f ication, 2006. 2. Pre-feasibi l it y report (PFR) o f the pro ject prepared as per the guidel i nes o f MoEF
vide O.M. d t. 30-12-2010
3. M ining plan approved by the Di st ri ct Geologis t, Mining & Geolo gy Department , Gov t. o f Kera la (authori zed agency of the co ncerned S tate Governme nt )
4. Dist rict Survey Report o f Kannur Distr ict, Kerala .
We reques t your good se lf to ki nd ly consider our propo sa l i n the next EAC meet i ng for apprai sal for obtaini ng Env iro nmental Clearance at the earl i es t. T hanking you, Yours respec tf ul ly, For NEW BHARAT ST ONE CRUSHER & HOLLOW BRICKS INDUST RIES
Mathew M. Pathrose (Managing Partner)
Encl. : - As abov e
1
FORM - 1
2 APPENDIX I
(See paragraph – 6) FORM - 1
I Basic Information
S. No. Item : Details 1. Name of the Project : Environmental Clearance for Masonry Stone Mine
(Minor Mineral Quarry) project of M/s New Bharat Stone
Crusher & Hollow Bricks Industries with mine lease area
of 6.9818 ha.
2. S. No. in the schedule : 1(a)
3. Proposed capacity/ area/ length/
tonnage to be handled /command
area/ lease area /number of wells
to be drilled
: Proposed Capacity 4,80,000 MTA
Area 6.9818 hectares
Mineable reserves 44,09,816 MT
Life of Mine About 10 years
4. New/ Expansion / Modernization : New Quarry Project
5. Existing capacity/ Area etc. : Not Application (New Quarry Project)
6. Category of project i.e. 'A' or 'B' : Category ‘B’ as per EIA Notification, 2006 as amended
on 01/12/2009. The tenure of SEIAA, Kerala expired on
18-03-2018. Therefore, since there is no duly constituted
SEIAA, Kerala the application is submitted at MoEF as
per provision of clause 4 (iii) of EIA Notification, 2006.
Further categorized as B2 (mine lease area between
5 ha. to 25 ha.) with proposed mine lease area
6.9818 ha. which is more than 5 ha. but less than 25 ha.
The cluster certificate is attached as Appendix-A. As per the said certificate, there is one quarry located within 500 m. radius from the proposed site.
7. Does it attract the general
condition? If yes, please specify.
: No
8. Does it attract the specific
condition? If yes, please specify.
: No
9. Location : The proposed building stone quarry project is situated at
Sy. Nos. 1376, 1377, 1378, 1405, 1406 & 1411,
Kanichar Village, Iritty Taluk, Kannur District, Kerala for
an area of 6.9818 ha. The geographical location of the
mine with respect to the pillar boundary area is given
below:-
Latitude (N) 11°51'22.11" to 11°51'9.74"
Longitude (E) 75°45'37.20" to 75°45'23.92"
3 Plot/ Survey/ Khasra no. : Sy. Nos. 1376, 1377, 1378, 1405, 1406 & 1411
Land status :
Private own land (6.9818 ha.). The copy of land assignment certificate issued by Village Officer is attached at Appendix-B1-B7 respectively.
Village : Kanichar
Tehsil : Iritty Taluk,
District : Kannur
State : Kerala
10. Nearest Railway station/ Airport
along with distance in kms.
: Particulars Name Distance (From lease)
Railway
Station
Thalassery, about 40 km., SW
Airport Calicut Int. Airport,
Karipur
about 120 km., S
11. Nearest Town, City, District
Headquarters along with distance
in kms.
: Particulars Name Distance, Direction (From lease)
Nearest
Town
Kakkayangadu, about10 Km N Kolayadu, 6.5 Km W
Peravoor, about 6 Km N
12. Village Panchayat, Zilla Parishad,
Municipal Corporation, Local body
(Complete postal address with
telephone no. to be given).
: Village Office address :-
Village Officer, Kanic har Vi l la ge, Ko lakkad P O ,Kannur Dis t . Kerala - 670673, Phone No: 0490-2443105 Mobi le No: 8547616919 Panchayat Office address :-
Panchayat Secretary, Kanic har Grama Panchaya th Kanic har P O , Kannur Dis t. Pin: 670674. Ph No: 0490-2412065
13. Name of the applicant : M/s New Bharat Stone Crusher & Hollow Bricks
Industries
14. Registered address : Nil
15. Address for correspondence
Name : Mr. Mathew M. Pathrose,
Designation (Owner / Partner /
CEO)
: Managing Partner
Address : M/s NEW BHARAT STONE CRUSHER & HOLLOW
BRICKS INDUSTRIES,
4 24th Mile Nedumpoil, Poolakutty P.O.,
Kannur District, Kerala-670648.
Ph. 0490-2302809, Mobile No. 9947565233
E-mail :- [email protected]
Pin Code : Kerala-670648.
E-mail : [email protected]
Telephone no. : Mobile No. 09947565233 Ph. No. 0490-2302809.
Fax No. : Nil
16. Details of alternative sites
examined, if any. Location of
these sites should be shown on a
Toposheet.
: The current proposal is for the building stone quarry and
mineral specific hence no alternate site was examined.
17. Interlinked projects : The proposed quarry project will be interlinked with
Crusher Unit located within the complex.
18. Whether separate application of
interlinked project has been
submitted?
: No, for the crusher unit, Environmental Clearance is not
required.
19. If yes, date of submission : Not applicable
20. If no, reason : No, for the crusher unit, Environmental Clearance is not
required.
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,
2011?
:
Not Applicable
Aralam Wildlife Sanctuary, 8.5 km., NE
Not Applicable
22. Whether there is any Government
Order / Policy relevant / relating to
the site:
: The following Govt. Orders / Policies are to be followed:-
Kerala Minor Mineral Concession Rules, 2015.
Mines Act, 1952
Explosive Rules, 2008
Kerala Panchayat Raj Act, 1994
Central Ground Water Authority
Water Pollution (Prevention & Control) Act, 1974
Air Pollution (Prevention & Control) Act, 1981
Environment Protection Act, 1986
5 EIA Notification, 2006 / 2009
The Kerala Promotion of Tree Growth in Non-Forest
Areas (Amendment) Act, 2007.
23. Forest land involved (hectare) : No
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 court,
if any and its relevance with
the proposed project.
: No litigation is pending against the lease area/ applicant
of the proposed lease area in any court of law.
25. Expected cost of the project : Total Rs.3.70 Crores (LandCost = Rs.0.95Cr. +
Machinery Cost = Rs.2.75Cr.)
*Capacity corresponding to sectoral activity (such as production capacity for manufacturing, mining lease
area and production capacity for mineral production, area for mineral exploration, length for linear
transport infrastructure, generation capacity for power generation etc.,)
II Activity
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) with source of information data
1.1
Permanent or temporary change on
land use, land cover or topography
including increase in intensity of
land use (with respect to local land
use plan)
Yes Land use: - The project site is private owned
land. There is expected to be change in the
land use as mining area in the core zone. The
highest elevation of the lease area is 345 m.
MSL and lowest is 280 m. MSL. As the
proposed area is hilly, the drainage is towards
E to NE. However, any other significant impact
will be confined within the lease area.
1.2 Clearance of existing land,
vegetation and buildings?
Yes The part of proposed project is exposed rock
area and remaining land covered with native
trees, climbers, grass, shrubs, herbs etc. There
is no existing building in the proposed area.
1.3 Creation of new land uses? Yes The present land use as per the revenue record
is private owned land. The new land use
6 pattern will be as follows as per post
operational use :-
1. Excavated Pit : 5.7296 (4.2782 ha.
Reclaimed by plantation, 1.4514 ha.
converted into pond)
2. Green belt: 0.8434ha.
3. Drainage : 0.4088ha.
1.4 Pre-construction investigations e.g.
bore holes, soil testing?
No Not applicable
1.5 Construction works? Yes Facilities like site office, labour quarters,
crusher unit and magazine area etc. will be
developed within the complex and will be
utilized.
1.6 Demolition works? No 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.
Yes The proposed project activity involves about
82% of the pit area for exploiting the building
stone up to the conceptual phase. As the area
is devoid of any structures above ground so
there will not be any impact due to mining
activity.
The production will have in 5.7296 ha. area as
pit at the conceptual stage.
The extent of impact will however be confined
to lease area only.
1.9 Underground works including
mining or tunneling?
No There will be no underground mining activities.
The mining will be done by open cast semi-
mechanized method of mining.
1.10 Reclamation works? Yes At the end of life of mine, the total excavated
area will be 5.7296 ha. area as pit at the
conceptual stage and the same will be
reclaimed by plantation (4.2782 ha.) with a
pond area (1.4514 ha.).
1.11 Dredging? No Not Applicable
1.12 Offshore structures? No Not Applicable
1.13 Production and manufacturing
processes?
Yes The mining will be done by semi - mechanized
opencast method as per approved Mining
7 Plan. It includes blasting, loading, transport
and excavation activities.
The working will be done by forming
benches of 5.0m (average) height.
Mining will be started from the first year with
systematic working.
The height & width of the bench will not be
kept more than 5 m to 6 m respectively.
The mining will be done with the help of tools
such as drills, jack – hammer, compressors,
picks, excavators etc.
The impact on physical environment will be
significant and confined to lease area. There
will be change in land cover, topography &
vegetal cover as depicted in point no. 1.3
above.
1.14 Facilities for storage of goods or
materials?
Yes Facilities will be developed for :-
1. Mineral will be transported to designated
place.
2. Top soil and waste generated during the
plan period will be dumped outside the
mining area at pre determined place and will
be utilized over reclaimed areas for
plantation.
3. Overburden will be utilized within the pit for
lying of haul road and at the end, it will be
use for soil base for plantation.
1.15 Facilities for treatment or disposal
of solid waste or liquid effluents?
Yes Solid Waste A total quantity of 20,38 cu. m. of topsoil and
27,185 cu. m of over burden will be removed
during the mining operations. The topsoil
excavated from the quarry will be dumped
separately at pre-determined place and
subsequently will be utilized in spreading over
reclaimed areas for plantation. OB will be
utilized for laying internal haul road and will
form base in reclamation / plantation. Liquid Effluent The sewage to a tune of 1.6 KLD generated
8 from the mine office/labour quarters will be
diverted to the septic tank followed by soak pit.
1.16 Facilities for long term housing of
operational workers?
Yes Labour quarters will be provided within the
complex but outside the proposed mining area.
1.17 New road, rail or sea traffic during
construction or operation?
Yes For the purposes of mining activities, existing
roads are sufficient. However, haul road will be
suitably developed within the proposed area.
1.18 New road, rail, air waterborne or
other transport infrastructure
including new or altered routes and
stations, ports, airports etc?
Yes For the purposes of mining activities, existing
roads are sufficient. However, haul road will be
suitably developed within the proposed area.
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,
culverting, realignment or other
changes to the hydrology of water
courses or aquifers?
Yes The run-off from the lease area will be suitably
collected through channels and will be stored in
storm water pond for further utilization in Mine/
Crusher units. However, all measures will be
taken to not to disturb the natural drainage
system of the surrounding area.
1.22 Stream crossings? No Not applicable
1.23 Abstraction or transfers of water
from ground or surface waters?
Yes The water to a tune of 2 KLD will be drawn from
the wells for domestic purpose.
1.24 Change in water bodies or the land
surface affecting drainage or run -
off?
No There will be no change in water bodies. The
change in the land surface due to mining will
not affect the surface drainage or run off.
1.25 Transport of personnel or materials
for construction, operation or
decommissioning?
Yes Vehicles will be engaged for mineral and material transport. About 106-107 trips of 15 T capacity will be utilized for transporting the mineral on daily basis.
1.26 Long-term dismantling or
decommissioning or restoration
works?
Yes At the end of life of mine, excavated pit will be
backfilled and reclaimed and rehabilitated by
plantation with native species so as to restore
the natural eco-system.
1.27 Ongoing activity during
decommissioning which could have
Yes At the end of life of mine, reclamation of the
area will be carried out. Suitable plantation with
9 an impact on the environment? shrubs, herbs & trees will be done as a part of
eco-restoration work.
1.28 Influx of people to an area in either
temporarily or permanently?
Yes Due to the mining activity and due to the
attached ancillary unit, there will be workers
attracted to the project area. It is proposed to
employ 28 persons in the project.
1.29 Introduction of alien species? No Not applicable
1.30 Loss of native species or genetic
diversity?
Yes Due to the mining activities, there will be loss of
some native species and vegetation. However,
some of these species will be planted at the
end use for eco-restoration.
1.31 Any other actions? No Nil
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):-
Information/ checklist confirmation
Yes/ No
Details thereof (with approximate quantities /rates, wherever possible) with source of information data
2.1 Land especially undeveloped or
agricultural land (ha)
Yes The lease area consists of 6.9818 ha. which is
private land and rocky land with native tree
species.
2.2 Water (expected source &
competing users) unit: KLD
Yes The daily water demand will be only 16 KLD.
Well water to meet the drinking water and other
domestic water requirement about 2 KLD of the
workers and the staff.
A storm water collection pond for meeting the
water requirements of ancillary units and other
dust separation systems will be developed.
2.3 Minerals (MT) Yes It is a mining project for excavation of building
stone. Production will be about 4,80,000 MTA.
This product is available in abundance in
Kerala and some other states and is being
used in construction of roads and buildings.
2.4 Construction material – stone,
aggregates, sand / soil (expected
source – MT)
Yes The small scale infrastructure facilities like mine
office, labour shed, crusher unit, canteen, etc.
will be developed within own property.
2.5 Forests and timber (source – MT) No Not applicable
2.6 Energy including electricity and
fuels (source, competing users)
Unit: fuel (MT), energy (MW)
Yes Electricity:- The total power requirement will be 75 kW,
which will be drawn from diesel engine.
10 Fuel Quantity – 16 to 20 lt/ hr.
2.7 Any other natural resources (use
appropriate standard units)
Yes Use of solar energy for external lightings.
3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.
S. No.
Information/Checklist confirmation
Yes/ No
Details thereof (with approximate quantities / rates, wherever possible) with source of information data
3.1 Use of substances or materials,
which are hazardous (as per
MSIHC rules) to human health or
the environment (flora, fauna, and
water supplies)
Yes Nitrate mixture which is an explosive substance
and is hazardous. Also the detonators used for
blasting is a hazardous chemical. However, a
limited quantity in compliance with Explosives
Act will be stored in the magazine for safety of
the workers.
3.2 Changes in occurrence of disease
or affect disease vectors (e.g.
insect or water borne diseases)
No Not applicable
3.3 Affect the welfare of people e.g. by
changing living conditions?
Yes The present project will directly / indirectly
develop the area by providing employment
opportunities. With the proposed development
in and around the area there will be many
supporting facilities / infrastructure eventually
leading to the development of the area.
3.4 Vulnerable groups of people who
could be affected by the project e.g.
hospital patients, children, the
elderly etc.,
No The nearest habitation is located at about
110 m. (NW) ; all necessary measures will be
taken to operate the mine in compliance with
air, water, noise and vibration standards from
time to time.
3.5 Any other causes No Not applicable
4. Production of solid wastes during construction or operation or decommissioning (MT/month)
S. No.
Information/Checklist confirmation
Yes/No
Details thereof (with approximate quantities / rates, wherever possible) with source of information data
4.1 Spoil, overburden or mine wastes
Yes About 20,388 cu.m of top soil and 27,185 cu.m.
of overburden will be generated from the
proposed mine.
4.2 Municipal waste (domestic and or
commercial wastes)
Yes The municipal solid waste generated from the
labour quarter will be suitably disposed along
11 with reclamation or back filling.
4.3 Hazardous wastes (as per
Hazardous Waste Management
Rules)
Yes Negligible in quantity like used oil which will be
disposed to the local recyclers.
4.4 Other industrial process wastes. No Not applicable
4.5 Surplus product. No Not applicable
4.6 Sewage sludge or other sludge
from effluent treatment.
Yes The sludge generated from the septic tank on a
periodical basis will be dried and will be used
as manure in plantation.
4.7 Construction or demolition wastes. No Not applicable
4.8 Redundant machinery or
equipment.
No Not applicable
4.9 Contaminated soils or other
materials.
No Not applicable
4.10 Agricultural wastes. No Not applicable
4.11 Other solid wastes. No Not applicable
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
S. No.
Information/ Checklist confirmation
Yes/No
Details thereof (with approximate quantities / rates, wherever possible) with source of information data
5.1 Emissions from combustion of
fossil fuels from stationary or
mobile sources.
Yes Diesel engine emissions rates (Unit - g/kWhr)
are given below:
PM - 0.3; NOx - 9.2; CO - 3.5; HC - 1.3
Transportation: Movement of vehicles will
generate dust. The transportation activities on
unpaved area results in fugitive emissions to
the tune (Unit - kg/Veh.mT) of 1.261 for PM10
and 0.126 for PM2.5 (USEPA-AP42 series).
Gaseous Emission rate (Unit - g/kWh) due to
transportation:
CO - 5.45; HC - 0.78; NOx - 5.0
All measures will be taken to restrict the
emission within CPCB norms.
5.2 Emissions from production
processes.
Yes The proposed production will be 4,80,000 MTA.
Dust is the main pollutant, which will be
generated mainly from mining activities (drilling,
blasting & excavation) and vehicle movement.
The different measures taken to control dust
12 emissions are given below:-
Water sprinkling on haul roads
Wet drilling
Limiting the speed of the vehicles
Regular maintenance of vehicles/
equipments
Loaded Trucks will be covered with
tarpaulin sheets during transportation
Greenbelt development
5.3 Emissions from materials handling
including storage or transport.
Yes There will be fugitive emissions generated
during material handling, transportation, loading
and unloading etc. Regular water sprinkling on
haul road will suppress the dust particles and
prevent them from getting air-borne.
Transportation Movement of vehicles like dumpers, trucks,
tankers etc. will also generate dust. The
transportation activities on unpaved area
results in fugitive emissions to the tune of 1.261
kg / VkmT for PM10 and 0.126 kg/VkmT for
PM2.5.
5.4 Emissions from construction
activities including plant and
equipment
No Not applicable
5.5 Dust or odors from handling of
materials including construction
materials, sewage and waste.
Yes There is no odor from handling of material.
Only dust will be generated from transportation
& handling materials. The dust emission will be
controlled by adopting suitable measures viz.
water sprinkling, plantation, making enclosures
& maintaining roads. Personnel Protective
Equipment (PPE’s) will be provided to the
workers. Periodical medical examination will be
arranged to the employees at intervals of not
more than 5 years.
5.6 Emissions from incineration of
waste
No Not applicable
5.7 Emissions from burning of waste in
open air (e.g. slash materials,
construction debris)
No Not applicable
13 5.8 Emissions from any other sources No Not applicable
6. Generation of Noise and Vibration, and Emissions of Light and Heat
S. No.
Information/ Checklist confirmation
Yes / No
Details thereof (with approximate quantities/ rates, wherever possible) with source of information data
6.1 From operation of equipment e.g.
engines, ventilation plant, crushers
Yes Mining operation is being carried out by semi-
mechanized method. However based on
production capacity mining equipments
configuration with expected noise levels (in
dB(A)) will be as under:-
Excavator - 95 - 100
Compressor - 81
Tippers/ Trucks - 84 - 86
Mobile Crane - 83
Mitigation Measures:-
Maintenance of machinery
Enclosed cabins in excavator
Earmuff & earplug
Periodical medical checkup
Noise level maintained to 85dB(A)
6.2 From industrial or similar processes No Not applicable
6.3 From construction or demolition No Not applicable
6.4 From blasting or piling Yes Controlled Blasting (Milli second electric)
technique will be adopted to restrict PPV
levels well below DGMS standards of <15 mm/
sec at all times. The blasting will be done at
designated hours.
6.5 From construction or operational
traffic
Yes Due to vehicular traffic and material
transportation within the lease area, noise will
be generated. However, the expected noise
levels will be well maintained within the DGMS
and CPCB norms.
6.6 From lighting or cooling systems No Not applicable
6.7 From any other sources No Not applicable
7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea:-
S. No.
Information / Checklist confirmation
Yes/No
Details thereof (with approximate quantities / rates, wherever possible) with source of information data
14 7.1 From handling, storage, use or
spillage of hazardous materials
No NFO Mixture is proposed to be used for
blasting purpose. Due care will be taken to
avoid risk during handling, storage, use or
spillage of explosives.
7.2 From discharge of sewage or other
effluents to water or the land
(expected mode and place of
discharge)
No There is no risk of contamination of land and
water due to discharge of untreated
wastewater. However, no sewage will be
discharged in the open land causing the
contamination to ground water. The wastewater
generated will be channelized in the septic tank
followed by soak pit.
7.3 By deposition of pollutants emitted
to air into the land or into water
No During operation phase there will be mainly
dust emissions from excavation, loading,
unloading, mineral handling, transportation and
mobile sources. Measures like controlled
blasting, water sprinkling, green belt
development etc. will be adopted to minimize
the same.
7.4 From any other sources No There will not be any other sources, which will
contaminate land and water resources.
7.5 Is there a risk of long term build up
of pollutants in the environment
from these sources?
No Nothing will be significant.
8. Risk of accidents during construction or operation of the project, which could affect human health or the environment.
S. No.
Information/Checklist confirmation
Yes / No
Details thereof (with approximate quantities / rates, wherever possible) with source of information data
8.1 From explosions, spillages, fires
etc. from storage, handling, use or
production of hazardous
substances
Yes The stone quarry mine will result in increase in
frequency of blasting for mining the mineral.
However, controlled blasting with optimum charge
of holes will be carried out to loosen the rock.
Explosion hazards are envisaged due to
mishandling of explosives. Explosives will be
handled with utmost care in compliance of
conditions imposed by Chief Controller of
Explosive & Metalliferous Mines Regulation, 1961.
NFO mixture, slurry explosive, safety fuse, and
detonators will be used for blasting.
15 8.2 From any other causes
Yes The risks of accidents are envisaged due to the
operation of equipments, failure of mine pit etc.
Pit slope will be kept at 45°. Face slope will be
kept at 70°. No loose stone will be allowed near
the edges of excavation and along the sites of
haul road. However, good safety practices will
be adopted at the site. All precautionary
measures will be adopted and use of protective
equipments will be mandatory. However, for
minor accidents first aid measures will be
provided at site.
8.3 Could the project be affected by
natural disasters causing
environmental damage (e.g
Floods, earthquakes, landslides,
cloudburst etc)?
Yes Zone-III, Moderate damage risk zone as per
BMTPC, vulnerability atlas seismic zone of
India IS: 1893-2002.
There is no history of flood, earthquake, cloud
burst and landslide reported so far.
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
cities, 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
Yes The proposed project will directly / indirectly
develop the area by providing employment
opportunities. With the proposed development
in and around the area there will be many
supporting facilities/ infrastructure eventually
leading to the development of the area.
9.2 Land to after use of the site, which
could have an impact on
environment.
Yes The land used will be reclaimed and
rehabilitated by backfilling the pits by plantation
and water body. Plantation and afforestation
16 will add to the improvement in environment and
aesthetic beauty of the area.
9.3 Set a precedent for later
developments.
Yes There will be other ancillary developments
which spring up due to the coming of the
project, resulting in setting a precedent for later
development.
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 boundary
1 Areas protected under
international conventions,
national or local legislation for
their ecological, landscape,
cultural or other related value
Yes International Conventions:- None within the study area.
National Legislation :- Aralam Wildlife Sanctuary, 8.5km. NE
Archeological Value :- None within 15 km radius.
2 Areas which are important or
sensitive for ecological reasons -
Wetlands, watercourses or other
water bodies, coastal zone,
biospheres, mountains, forests
Yes Wetland :- None within 15 km radius
Forest :- Kottioor Reserve Forest, about 6 km E
Periya Reserve Forest 1.5 km S
Water Bodies :- Anjarakandy River, 1.6 km S Kanjirapuzha, 0.9 km N Tributary of Bavali river, 0.375 km, N Bavali river, 8.0 km NE Tributary of Anjarakandy River, 8.9 km NW Tributary of Kabani River, 9.2 km SE Mahe River, 7 km S Mountains :- Mountain regions of Periya Reserve Forest –
about 3km S 3 Areas used by protected,
important or sensitive species
Yes Aralam Wildlife Sanctuary – 8.5 km NE
17 of flora or fauna for breeding,
nesting, foraging, resting, over
wintering, migration
4 Inland, coastal, marine or
underground waters
Yes Inland waters :- Anjarakandy River, 1.6 km S Kanjirapuzha, 0.9 km N Tributary of Bavali river, 0.375 km, N Bavali river, 8.0 km NE Tributary of Anjarakandy River, 8.9 km NW Tributary of Kabani River, 9.2 km SE Mahe River, 7 km S
Underground waters :- Charnockite Aquifer System – within the project
area
5 State, National boundaries No Kerala-Karnataka Boundary - 15.5km NE
6 Routes or facilities used by the
public for access to recreation or
other tourist, pilgrim areas
Yes SH 59 (Thalasseri – Baveli Road), 150m. S NH-17(Thalassery-Kannur) ,40Kms/W Nedumpoyil - kannavam Road, 1.30km. W Malabar Hill highway, 6km., N
7 Defense installations No None within the study area
8 Densely populated or built-up
area
Yes Kakkayangadu, about10 Km., N Kolayadu, 6.5 Km., W Peravoor, about 6 Km., N
9 Areas occupied by sensitive
man-made land uses (hospitals,
schools, places of worship,
community facilities)
Yes Hospitals :- Homoeo Dispensary, about 1 Km., NE PHC Peruva, 4.5 Km., SW Ayurveda Dispensary, 4. 10 Km., SW Resmi Hospital, Peravoor, 5.5 Km., N Med City international Hospital, 5.80 Km., N Schools:- St. Thomas Public School, about 1.Km., N Vekalam U P School, 1.80 Km., NW Govt L P school , Kommeri, about 3 Km., W Poolakutty L P School, about 1.Km., E Worship Places :- Churches St. Sebastian church, about 1 Km., N St. Marrys church, 1.10 Km., E Masjid Misbahul Huda masjid, about 2 Km., N Peruva Juma masjid, 4.10 Km., SW Temple Erayi Kolli Muthappan temple, 2.5 Km., NW
18 Mahavishnu temple, 4.6 Km., NW Community Facilities :- Chekkeri Community hall, 700 m., S Anganwadi, 730 m., S Public Well, 1.75 Km., W
10 Areas containing important, high
quality or scarce resources
(ground water resources,
surface resources, forestry,
agriculture, fisheries, tourism,
minerals)
No None within the study area
11 Areas already subjected to
pollution or environmental
damage. (those where existing
legal environmental standards
are exceeded)
No None within the study area
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)
Earth
Quake
Zone
Zone-III, Moderate damage risk zone as par
BMTPC, Vulnerability atlas Seismic zone of
India IS: 1893-2002.
19 “I hereby give undertaking that the data and information given in the application and enclosure
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 given, if any to the project will be revoked at our risk and cost.”
M/s New Bharat Stone Crusher & Hol low Bricks Industries _____________________
Place: Kannur, Kerala Mr. Mathew M. Pathrose
(Managing Partner)
CLUSTER CERTIFICATE Appendix-A
1
Appendix-B-1LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)
2
Appendix-B-2LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)
3
LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)
Appendix-B-3
4
Appendix-B-4LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)
5
Appendix-B-5LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)
6
Appendix-B-6LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)
7
Appendix-B-7LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)
PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT
ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.
PROJECT FEASIBILITY REPORT
( PFR )
BUILDING STONE QUARRY
(MINOR MINERAL) PROJECT
OF
M/s NEW BHARAT STONE CRUSHER & HOLLOW
BRICKS INDUSTRIES
SITE AT
KANICHAR VILLAGE & PANCHAYAT, IRITTY TALUK,
KANNUR DISTRICT, KERALA
PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 2
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INDEX
SN Contents Page Nos.
1.0 EXECUTIVE SUMMARY 5
1.1 Salient features & environmental setting of the project 5
1.2 Production & reserve 8
1.3 Top soil & overburden 8
2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION 8
2.(i) Identification of project and project proponent 8
2.(ii) Brief description of the Nature of the project 8
2.(iii) Need for the project and its importance to the Country and or Region 9
2.(iv) Demand – Supply Gap 9
2.(v) Imports Vs. Indigenous Production 9
2.(vi) Export Possibility 9
2.(vii) Domestic / Export Markets 10
2.(viii) Employment generation (Direct & Indirect) due to the project 10
3.0 PROJECT DESCRIPTION 10
3.(i) Type of project including interlinked and interdependent projects 10
3.(ii) Location (map showing General Location, Specific Location & Project boundary &
Project site layout) with coordinates
10
3.(iii) Details of Alternate sites considered and the basis of selecting the proposed site,
particularly the environmental considerations
11
3.(iv) Size or magnitude of operation 11
3.(v) Project description with process details (a schematic diagram / flow chart showing the
project layout, components of the project etc should be given)
12
a. Proposed method of mining 12
b. Open cast mining 12
c. Salient features of mining method 12
d. Extent of mechanization 13
e. Drilling 13
f. Blasting 13
g. Explosive used 14
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h. Storage of explosive 14
3.(vi) Raw material required along with estimated quantity, likely source, marketing area of
final products, mode of transport of raw materials and financial provisions
14
a. Mineral reserves 14
b. Yearwise production details 17
c. Mineral transportation 18
3.(vii) Resource optimization / recycling and reuse envisaged in the project 18
3.(viii) Availability of water its source, energy / power requirement & source 19
3.(ix) Quantity of wastes to be generated (liquid and solid) and scheme for their
management / disposal
20
3.(x) Schematic representation of the feasibility drawing which give information of EIA
purpose
20
4.0 SITE ANALYSIS 20
4.(i) Connectivity 20
4.(ii) Land form, land use and land ownership 20
4.(iii) Topography (along with map) 21
4.(iv) Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including
area under CRZ)), shortest distances from the periphery of project.
21
4.(v) Existing Infrastructure 22
4.(vi) Soil Classification 22
4.(vii) Climatic Data 23
4.(viii) Social Infrastructure Available 23
5.0 PLANNING BRIEF 24
5.(i) Planning Concept (Type of industries, facilities, transportation etc.) Town & Country
Planning / Development Authority Classification
24
5.(ii) Population Projection 25
5.(iii) Land Use Planning (Break-up along with green belt etc.) 25
5.(iv) Assessment of Infrastructure Demand (Physical & Social) 25
5.(v) Amenities / Facilities 25
6.0 PROPOSED INFRASTRUCTURE 25
6.(i) Industrial Area (Processing Area) 25
6.(ii) Residential Area (Non-processing area) 25
6.(iii) Green belt 26
6.(iv) Social Infrastructure 26
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6.(v) Connectivity (Traffic & Transportation Road / Rail etc.) 26
6.(vi) Drinking Water Management (Source & Supply of water) 26
6.(vii) Sewerage system 26
6.(viii) Industrial Waste Management 26
6.(ix) Solid Waste Management 26
6.(x) Power Requirement & Supply / Source 27
7.0 Rehabilitation and Resettlement (R & R Plan) 27
7.(i) Policy to be adopted (Central / State) in respect of the project affected persons
including home oustees, land oustees and landless
27
8.0 PROJECT SCHEDULE AND COST ESTIMATES 27
8.(i) Likely date of start of production and likely date of completion (time schedule for the
project will be given)
27
8.(ii) Estimated project cost along with analysis of economic viability of project 27
9.0 ANALYSIS OF PROPOSAL 28
9.(i) Financial and Social Benefits with special emphasis on the benefits to the local
people including tribal population
28
LIST OF ANNEXURES Annexures Description
Annexure No. 1 Copy of Letter of Intent ( LOI ) / Mine Lease
Annexure No. 2 Photographs of the Site
Annexure No. 3 Route Map showing location of the project site
Annexure No. 4 Google map showing location of the project site
Annexure No. 5 Key map of the project site
Annexure No. 6 Topographical Contour Map
Annexure No. 7 Surface cum Geological Plan
Annexure No. 8 Production & Development Plan
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1.0 EXECUTIVE SUMMARY
The building Stone Quarry (Minor Mineral) project of M/s New Bharat Stone Crusher &
Hollow Bricks Industries at Sy. Nos. 1376, 1377, 1378, 1405, 1406 & 1411, Kanichar
Village, Iritty Taluk, Kannur District, Kerala for an area of 6.9818 ha. The project proponent
possess Letter of Intent (LOI ) for the proposed quarry project issued by Mining & Geology
Department, Govt. of Kerala and copy of the same is attached as Annexure No. 1.
Mining projects of minor minerals with area less than 50 ha. of mining lease are categorized
as category 'B'. As per O.M. dated 24/12/2013 by Ministry of Environment & Forests, Govt.
of India, all projects with mining area less than 25 hectares is classified as Category B2.
The Eco-friendly Mining Plan prepared by an Indian Bureau of Mine (IBM) approved
Recognized Qualified Person (RQP) has been approved by Mining & Geology Department,
Govt. of Kerala. This Mining plan is based on the requirements under the Kerala Minor
Mineral Concession Rules, 2015.
The land for the proposed quarry is a private owned land and the land is possessed in the
name of M/s New Bharat Stone Crusher & Hollow Bricks Industries. The targeted production
of mine will be 4,80,000 MTA. The estimated project cost will be about Total Rs.3.70
Crores (Land Cost = Rs.0.95 Cr. + Machinery Cost = Rs.2.75 Cr.). The expected life of mine
estimated will be about 10 years. The mining operation will be carried out by opencast semi-
mechanized method as per the approved Mining Plan.
1.1 SALIENT FEATURES & ENVIRONMENTAL SETTING OF THE PROJECT Particulars Details
Geographical Location Latitude (N) 11°51'22.11" to 11°51'9.74"
Longitude (E) 75°45'37.20" to 75°45'23.92"
Total Mine Lease area 6.9818 hectares
Total area owned by the proponent 10.6092 hectares
Status of the quarry Fresh quarry
Local name of the project area Modavangode Hil l
Project Site Toposheet No. 48M/13
Production 4,80,000 MTA
Geological Reserves 72,32,742 MT
Mineable Reserves 44,09,816 MT
Life of Mine 10 years
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Estimated project cost Total Rs.3.70 Crores (Land Cost = Rs.0.95 Cr. +
Machinery Cost = Rs.2.75Cr.)
Man Power 28 Persons
Highest and lowest elevation 345 m. MSL and 280 m MSL
Land use Private owned land with rocky area
Nearest habitation About 110 m. towards NW
Nearest Town Kakkayangadu, about10 Km N Kolayadu, 6.5 Km W Peravoor, about 6 Km N
Stone Crusher / M sand Located within the complex
Width of access road to the site 7 m wide road ( Thalassery – Baveli Road)
Nearest Airport Calicut Int. Airport, Karipur, about 120 km., S
Nearest Highway / Major Roads SH 59 (Thalasseri – Baveli Road), 150m. S NH-17(Thalassery-Kannur) ,40Kms/W
Nearest Railway Station Thalassery, about 40 km., SW
Power supply The total power requirement will be 75 kW for compressors
which will be operated by Diesel Engine for quarry.
The source of electricity for domestic consumption within the
quarry site is from the supply of Kerala State Electricity Board
(KSEB)
Water and its Source
The total water requirement is about 16 KLD in which 2 KLD
is for domestic purpose which would be sourced from well,
12 KLD for dust suppression in mine as well as ancillary units
and 2 KLD for plantation purposes and will be sourced from
storm water pond.
Nearest Hospital / dispensary Homoeo Dispensary, about 1 Km., N E PHC Peruva, 4.5 Km., S W Ayurveda Dispensary, 4. 10 Km S W Resmi Hospital, Peravoor, 5.5 Km. N Med City international Hospital, 5.80 Km N
Education facility St. Thomas Public School, about 1.Km., N Vekalam U P School, 1.80 Km., NW Govt L P school , Kommeri, about 3 Km., W Poolakutty L P School, about 1.Km., E
Police Station Peravoor, 7.5 km., NW
Fire Station Peravoor, 7.5 km., NW
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Ambulance Peravoor, 7.5 km., NW
Church / temple / mosque Churches St. Sebastian church, about 1 Km., N St. Marrys church, 1.10 Km., E Masjid Misbahul Huda masjid, about 2 Km., N Peruva Juma masjid, 4.10 Km., SW Temple Erayi Kolli Muthappan temple, 2.5 Km., NW Mahavishnu temple, 4.6 Km., NW
Electrical installation like transformer
/HT or LT line
HT Line - About 110 m. S
LT Line – About 200 m.S
Mobile Towers 24th Mile , Nedumpoil, 700m., NW
Ecological sensitive zone (National
Park, Sanctuary, Habitat for Migratory
Birds, Tiger Reserve)
Aralam Wildlife Sanctuary, 8.5 km North East, Secondary
data
Interstate Boundary Kerala-Karnataka Boundary, 15.5km., N E
Critically Polluted Area as identified
by CPCB
None within the study area
Defense installations None within the study area
Archeological Features None within the study area
Nearest Forests Kottioor Reserve Forest, about 6 km., E
Periya Reserve Forest 1.5 km., S
Nearest streams/ rivers/ water bodies
(from mine boundary)
Anjarakandy River, 1.6 km S Kanjirapuzha, 0.9 km N Tributary of Bavali river, 0.375 km, N Bavali river, 8.0 km NE Tributary of Anjarakandy River, 8.9 km NW Tributary of Kabani River, 9.2 km SE Mahe River, 7 km S
HLWG Report status Not falling in ESA
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1.2 PRODUCTION & RESERVE The estimated annual mining production will be 4,80,000 MTA and the mineable reserve for
the project is 44,09,816 MT. It is expected to employ about 28 Persons in the mining
operation. The mined material will be transported to crusher proposed to be installed within
the complex.
1.3 TOP SOIL & OVER BURDEN A total quantity of 20,388 cu. m. of topsoil is proposed to be removed during the mining
operations. The topsoil excavated from the quarry will be dumped / stacked separately at
pre-determined place and subsequently will be utilized in spreading over reclaimed areas
for plantation as part of eco-restoration. About 27,185 cu. m. of overburden (OB) will be generated throughout the mine life. This
waste will be utilized within the pit for lying of haul roads. At the end use, OB can be
reutilized as soil base for plantation.
2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION 2.(i) IDENTIFICATION OF PROJECT AND PROJECT PROPONENT
The project is for obtaining Environment clearance for building stone mining project (Minor
Mineral Quarry). The quarry project is proposed by M/s New Bharat Stone Crusher & Hollow
Bricks Industries at Sy. Nos. 1376, 1377, 1378, 1405, 1406 & 1411, Kanichar Village, Iritty
Taluk, Kannur District, Kerala for an area of 6.9818 ha. The project proponent posses LOI
for the proposed quarry issued by Mining & Geology Department, Govt. of Kerala and copy
of the same is attached.
Name and address of the
Applicant
: Mr. Mathew M. Pathrose,
Managing Partner,
M/s NEW BHARAT STONE CRUSHER & HOLLOW
BRICKS INDUSTRIES,
24th Mile Nedumpoil, Poolakutty P.O.,
Kannur District, Kerala-670648.
Ph. 0490-2302809, Mobile No. 9947565233
E-mail :- [email protected]
2.(ii) BRIEF DESCRIPTION OF NATURE OF THE PROJECT
M/s s New Bharat Stone Crusher & Hollow Bricks Industries proposes a building stone mine
for dealing in mining and trading of mineral. The main objective of the project is to carry the
business of prospecting, exploring, operating and working on quarries. The main market for
PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 9
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mineral is in Kannur District and other nearby districts in Kerala which are utilized it in
construction works of buildings and roads.
2.(iii) NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND OR REGION The major need of building stone is due to its high compressive strength and durability
(among the hardest, dimensional & structural stones), it can effectively withstand the
vagaries of nature. The mineral-rich colors and the hardness & density, makes it useful for
many applications. The proposed mining project will fulfill its end uses in buildings and
construction of roads, paving and many other exterior projects. It is also known as the
maintenance-free stone.
The main market for mineral is in Kannur & other nearby districts which are utilized in
construction works of buildings and roads.
The mining and associated activities in the mineral bearing areas bring about gains in gross
domestic product, i.e. there is though a minor contribution by the proposed project but will
add to gains in G.D.P. (Gross Domestic Product). A total of 28 Persons will be employed in
the mine. It will create employment (though marginally) for local population.
Applicant will pay royalty to Govt. of Kerala for the mineral produced from the mine, direct
and indirect taxes will be paid thereby contributing to the regional revenue. The public
revenue will further be put for infrastructural development and other sectors like health,
education and social welfare.
2.(iv) DEMAND – SUPPLY GAP Masonry / Building Stone are an important component for the construction / developmental
work for all infrastructure development and building construction and road construction
activities. Demand of building stone shall be fulfilled by various end users. During last few
years, due to sudden increase in real estate activities and in other infrastructural
development activities, the demand of the building stone has further enhanced the demand
of building stone in the area. Therefore, there is a large requirement of building stone in the
project vicinity to meet the demand supply chain.
2.(v) IMPORTS VS. INDIGENOUS PRODUCTION Building stone product is an indigenous production. Therefore, this product is neither
exported nor imported.
2.(vi) EXPORT POSSIBILITY The building stone is an indigenous product and hence there are no possibilities of
export.
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2.(vii) DOMESTIC / EXPORT MARKETS The rock produced from the quarry will be sent to the crusher unit located within the
complex attached to the quarry. The aggregate produced will be sold to the contractors
and to the consumers which are finally consumed locally for road (PWD & Panchayat
roads, State Highway & National Highway) & building construction works. Fine Material
will be sold to the hollow block / solid block manufactures.
2.(viii) EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT The total numbers of employees including skilled, semi skilled and un-skilled workers for
the quarry project is expected to be about 28 Persons in which includes workers for
mine. The details of the employees / workers including their position in the organization
are also given below:-
Table 1: List of Employees and their Designations Sr. No. NAME OF THE POST NOS.
1 Mines Manager / Asst. Mines Manager 1
2 Mines foreman 1
3 Other workers 26
TOTAL 28
3.0 PROJECT DESCRIPTION 3.(i) TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT
PROJECTS. This is a semi mechanized open cast stone mining project. Mineral will be used in the
construction works. Building construction and other infrastructural facilities are the areas,
where the material will be consumed. The quarry will be linked with a crusher unit proposed
within the complex. The fine mineral is sold to the vendors who manufacture hollow block /
solid block and hence they are interdependent projects attached to the mining project.
3.(ii) LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION, PROJECT BOUNDARY AND PROJECT SITE LAYOUT) WITH COORDINATES The proposed building stone quarry is in private owned land at Sy. Nos. 1376, 1377,
1378, 1405, 1406 & 1411, Kanichar Village, Iritty Taluk, Kannur District, Kerala for an
area of 6.9818 ha. The geographical location of the mine with respect to the boundary
pillars of the lease area (extreme most points) is given below:-
Latitude (N) 11°51'22.11" to 11°51'9.74"
Longitude (E) 75°45'37.20" to 75°45'23.92"
PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 11
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The photographs of the site will be taken from different locations and directions are
provided at Annexure No. 2. The route map showing location of the lease area is
provided at Annexure No. 3. The Google map superimposed with project boundary
showing location of the lease area is provided at Annexure No. 4. The Key map of the
project site showing the location of quarry site is attached at Annexure No. 5. The
project site with boundary pillars and GPS Coordinates of the boundary pillars are
provided in Contour drawing attached at Annexure No. 6.
3.(iii) DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS.
Quarrying activities are carried out based on local geology and availability of granite
building stone. The proposed site is a building stone quarry and mineral specific hence
no alternate site was examined. Moreover, the land is a private owned land and hence
no alternate site considered.
3.(iv) SIZE OR MAGNITUDE OF OPERATION The size and magnitude of the lease area is as given below:-
Table 2 : Size or Magnitude of operation Sr. No. Particulars Details
1. Lease Area 6.9818 hectares
2. Mineable Reserve 44,09,816 MT
3. Annual Production 4,80,000 MTA
4. Mine Waste Top soil = 20,388 cu.m
Over Burden = 27,185 cu. m. 5. Life of Mine About 10 years
6. Total Man Power (Nos.) About 28 Persons
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3.(v) PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/ FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE PROJECT ETC.). The proposed mining operations will be carried out by open cast semi-mechanized
method. The process flow diagram given below depicts the mining process:-
DESCRIPTION OF MINING OPERATIONS ( MANUFACTURING PROCESS) a. PROPOSED METHOD OF MINING
It is proposed to undertake Open Cast Semi-Mechanized Mining which includes blasting,
loading, transportation of rubble and dispatch to the crusher.
b. OPEN CAST MINING In the open cast mining, the bench height and width will be maintained at 5 to 6 m
respectively. Excavated material is transported to the crusher unit Located within the
complex attached to the quarry for further processing.
c. SALIENT FEATURES OF MINING METHOD The salient features of proposed mining method are given below.
Cutting & Clearing of Shrubs / Trees
Removal & Stacking of Top soil & Overburden
Excavation by Drilling & Blasting
Rock Breaking & Transportation to Crusher
Crushing in Crusher
Segregation & Stacking
Dispatch to the end user
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The height and width of the bench will be maintained at 5 m and 6 m respectively.
The mining will be done from top to bottom by slicing of 2.5 m thick.
The exploitation of mineral is being done from 345 m. MSL and 280 m MSL in conceptual
phase.
Considering the stability of rocks the final slope or say ultimate pit slope is proposed 45°
from vertical.
Haul road will be developed up to point of loading.
Transportation of the mineral from pit-mouth to crusher and then to the destination / market
will be by tippers / trucks (15T capacity).
d. EXTENT OF MECHANIZATION
The details of equipments proposed to be used in mining operation are listed below:-
Table 3 : List of equipments used
Sr. No. Machine Type Required No. of M/c Size/Capacity 1. Back Hoe 2 0.9 m3
2. Rock Breaker 2 --
3. Tippers/Trucks 3 15T
4. Jack hammer 2 32 mm
5. DG set 2 125 kVA
e. DRILLING
The excavation of mineral is proposed by excavators. The mineral is fractured and easily
exploitable by rock breakers and excavators. The hard strata are proposed to excavate after
drilling and blasting.
f. BLASTING The controlled blasting is proposed by adopting all the safety measures as per Minor
Mineral Regulation Act, 1961 (MMR) and with the permission of Director General of Mines &
Safety (DGMS).
In this area for fragmentation of granite the blasting will be conducted. Multiple blast holes of
1.5 to 2.5 m depth will be drilled with the help of 32 mm drill rod, Jack Hammer and Air
Compressor of 100 cfm capacity.
It is estimated about 250 g of explosives per hole is required. About 114-115 holes
per blast are proposed. Therefore, the requirement of explosives will be about
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28.75 kg/blast/day. Blasting shall be done during hour or tea time with in the day light hours
following all precautionary / safety measures. g. EXPLOSIVE USED
Only class 2 and class 6 explosive is proposed for use as given below:-
Description Class & division Qty.
Nitrate mixture 2, 0 150 kg
Safety fuse 6, 1 1,500 mtrs.
Detonators (Electric) 6, 3 2500 nos.
Detonators (Ordinary) 6, 3 2500 nos.
The above quantity at one time in a magazine
h. STORAGE OF EXPLOSIVE The magazine (explosive storage area) proposed within the complex.
3.(vi) RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE, MARKETING AREA OF FINAL PRODUCT/S, MODE OF TRANSPORT OF RAW MATERIAL AND FINISHED PRODUCT No raw material will be required for mining of Masonry / building stone. The final product
will be sent to consumer based on their demand. The mode of transportation of raw
material and finished product will be by road only. Tippers/ trucks will be used for
transportation to the end users.
a. MINERAL RESERVES The mineable reserves are arrived after deducting the reserves locked in mines safety
(blocked reserve) slope along with boundary in compliance with mineral concession rules.
The quantity of such kind of reserves is arrived as follows.
Table 4 : Reserve estimation details BLOCKED RESERVES MINEABLE RESERVES
SECTION A-A' BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON
290 22 42 2.5 2310 290 131 34.5 2.5 11298.75
285 90 42 2.5 9450 285 376 29.5 2.5 27730
280 271 42 2.5 28455 280 356 24.5 2.5 21805
SUB TOTAL 40215 SUB TOTAL 60833.75
BLOCKED RESERVES MINEABLE RESERVES
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SECTION B-B' BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON
305 0 69 2.5 0 305 562 63 2.5 88515
300 62 69 2.5 10695 300 857 69 2.5 147832.5
295 87 69 2.5 15007.5 295 914 69 2.5 157665
290 151 69 2.5 26047.5 290 895 69 2.5 154387.5
285 235 69 2.5 40537.5 285 842 69 2.5 145245
280 288 69 2.5 49680 280 789 69 2.5 136102.5
275 345 69 2.5 59512.5 275 732 69 2.5 126270
270 685 69 2.5 118162.5 270 392 69 2.5 67620
SUB TOTAL 319642.5 SUB TOTAL 1023637.5
BLOCKED RESERVES MINEABLE RESERVES
SECTION C-C' BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON
330 8 58 2.5 1160 330 299 58 2.5 43355
325 86 58 2.5 12470 325 572 58 2.5 82940
320 112 58 2.5 16240 320 707 58 2.5 102515
315 141 58 2.5 20445 315 876 58 2.5 127020
310 229 58 2.5 33205 310 847 58 2.5 122815
305 281 58 2.5 40745 305 695 58 2.5 100775
300 334 58 2.5 48430 300 642 58 2.5 93090
295 386 58 2.5 55970 295 590 58 2.5 85550
290 437 58 2.5 63365 290 539 58 2.5 78155
285 490 58 2.5 71050 285 486 58 2.5 70470
280 542 58 2.5 78590 280 434 58 2.5 62930
275 594 58 2.5 86130 275 382 58 2.5 55390
270 646 58 2.5 93670 270 330 58 2.5 47850
SUB TOTAL 621470 SUB TOTAL 1072855
BLOCKED RESERVES MINEABLE RESERVES SECTION D-D'
BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON
340 232 50 2.5 29000 340 236 45 2.5 26550
335 86 50 2.5 10750 335 243 50 2.5 30375
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330 111 50 2.5 13875 330 324 50 2.5 40500
325 136 50 2.5 17000 325 405 50 2.5 50625
320 161 50 2.5 20125 320 477 50 2.5 59625
315 186 50 2.5 23250 315 553 50 2.5 69125
310 210 50 2.5 26250 310 648 50 2.5 81000
305 299 50 2.5 37375 305 635 50 2.5 79375
300 350 50 2.5 43750 300 584 50 2.5 73000
295 400 50 2.5 50000 295 534 50 2.5 66750
290 451 50 2.5 56375 290 483 50 2.5 60375
285 501 50 2.5 62625 285 433 50 2.5 54125
280 552 50 2.5 69000 280 382 50 2.5 47750
275 603 50 2.5 75375 275 331 50 2.5 41375
270 653 50 2.5 81625 270 281 50 2.5 35125
SUB TOTAL 616375 SUB TOTAL 815675
BLOCKED RESERVES MINEABLE RESERVES SECTION E-E'
BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON
335 0 57 2.5 0 335 325 45 2.5 36562.5
330 0 57 2.5 0 330 587 57 2.5 83647.5
325 0 57 2.5 0 325 701 57 2.5 99892.5
320 0 57 2.5 0 320 848 57 2.5 120840
315 0 57 2.5 0 315 988 57 2.5 140790
310 19 57 2.5 2707.5 310 1103 57 2.5 157177.5
305 40 57 2.5 5700 305 1016 57 2.5 144780
300 463 57 2.5 65977.5 300 676 57 2.5 96330
295 749 57 2.5 106732.5 295 583 57 2.5 83077.5
290 1116 57 2.5 159030 290 505 57 2.5 71962.5
285 1185 57 2.5 168862.5 285 336 57 2.5 47880
280 1256 57 2.5 178980 280 357 57 2.5 50872.5
275 1323 57 2.5 188527.5 275 289 57 2.5 41182.5
SUB TOTAL 876517.5 SUB TOTAL 1174995
BLOCKED RESERVES MINEABLE RESERVES
SECTION F-F'
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BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON
320 38 59 2.5 5605 320 390 46.2 2.5 45045
315 63 59 2.5 9292.5 315 435 51.5 2.5 56006.25
310 100 59 2.5 14750 310 462 51.5 2.5 59482.5
305 206 59 2.5 30385 305 395 51.5 2.5 50856.25
300 371 59 2.5 54722.5 300 230 51.5 2.5 29612.5
295 438 59 2.5 64605 295 103 51.5 2.5 13261.25
290 498 59 2.5 73455 290 65 46.5 2.5 7556.25
SUB TOTAL 252815 SUB TOTAL 261820
TOTAL 2727035 TOTAL 4409816 EXTRA BLOCKED MINERAL 95891 EXTRA BLOCKED MINERAL 0
GRAND TOTAL 2822926 GRAND TOTAL 4409816
Summarized Reserves (in MT)
Geological reserve (A) 7232742
Mineral reserve blocked in 7.5 m Buffer zone (B) 484550
Mineral reserve blocked in Benches (C) 2242485
Mined out quantity (D) 0
Extra mineral blocked (E) 95891 Mineral reserve (A- B + C+ D+E ) 4409816
b. YEAR WISE PRODUCTION DETAILS
The applicant is proposed to produce building stone working for period of about 10 years
with a production of 4,80,000 MTA. The details of year wise production for the project is
given in Table below.:-
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Table 5 : Year production of building stone
Year Bench Production (MT)
I 345-325 4,80,000
II 325-315 4,80,000
III 315-310 4,80,000
IV 310-305 4,80,000
V 305-300 4,80,000
VI 300-295 4,80,000
VII 295-285 4,80,000
VIII 285-280 4,80,000
IX 280-270 4,00,000
X 270 1,69,816
Total 44,09,816
c. MINERAL TRANSPORTATION
Loading of mineral from the quarry will be done by excavator and will be sent to the
crushing unit located within the complex. Trucks / Tippers of 15 T will be used for
transportation of mineral from mine site to the crusher. It is expected that 106-107 trips
will be required on daily basis. For this, movement of truck per hour will be 8-9 only.
Thus, the impact due to movement of trucks from mine will be marginal and well within
the carrying capacity of the roads.
3.(vii) RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE
PROJECT Mineral will be utilized and sent for use to different end users for road and building
construction works. It is estimated that around 20,388 cu. m. of top soil will be generated
from the proposed project site, which will be properly stacked and will be utilized for eco-
restoration over the reclaimed areas in the post mine closure phase. Also it is estimated
that around 27,185 cu. m. of over burden is generated which will be utilized in
developing internal roads and at the end use the same will be used as soil base for
reclamation.
It is proposed to construct a storm water collection pond and de-siltation unit in the
lowest contour of the plot. The water requirement for sprinkling on sources of dust
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emission, roads and for landscaping purposes can be met from the stored rain water
pond and thereby conserve the fresh water.
3.(viii) AVAILABILITY OF WATER ITS SOURCE, ENERGY / POWER REQUIREMENT AND SOURCE
WATER The total water requirement for the proposed mining activity is 16 KLD. The detailed
breakup of the same is given below:-
S. No. Particulars Quantity (KLD) Source
1. Domestic purpose (mine and ancillary) 2 Open well
2. Dust Suppression / Water sprinkling at mine
and ancillary units
12
Storm water pond
3. Green belt / Plantation 2
Total 16
The water required will be sourced from the storm water reservoir. However, the drinking
water will be sourced from the open well and which will be treated / disinfected before
consumption. It is proposed to collect the storm water into the Holding/ Siltation Tank by
constructing appropriate channels all around the foot of hill (garland drains). The
channels will be constructed with intermediate check dams/silt traps to prevent soil
erosion. The sizing of the channels will be 1m x 1m.
The daily water balance diagram of the unit is given below:-
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POWER The total power requirement will be 75 kW for compressors which will be operated by
Diesel Engine. The source of electricity for domestic consumption within the quarry site
is from the supply of Kerala State Electricity Board (KSEB).
3.(ix) QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT / DISPOSAL. SOLID WASTE: It is estimated that around 20,388 cu. m. of top soil and
27,185 cu. m. of over burden (OB) will be generated from the proposed mining operation
and which will be properly stacked.
LIQUID WASTE: Domestic Sewage : The sewage to a tune of 1.6 KLD generated from the mine office/
labour quarters.
3.(x) SCHEMATIC REPRESENTATION OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION OF EIA PURPOSE.
Not Applicable
4.0 SITE ANALYSIS 4.(i) CONNECTIVITY S. No. Particulars Distance & Direction
1. Nearest town Kakkayangadu, about10 Km N Kolayadu, 6.5 Km W Peravoor, about 6 Km N
2. Connecting Road 7 m wide road ( Thalassery – Baveli Road)
3. Nearest Airport Calicut Int. Airport, Karipur, about 120 km., S
4. Nearest Highway SH 59 (Thalasseri – Baveli Road), 150m. S NH-17(Thalassery-Kannur) ,40Kms/W
5. Nearest Railway Station Thalassery, about 40 km., SW
4.(ii) LAND FORM, LAND USE AND LAND OWNERSHIP LANDFORM
The proposed building stone mine is covering an area of 6.9818 ha. The lease area is
private own land. The lease area is devoid of any transmission lines, streams / nallahs,
forests, habitation, etc.
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LAND USE The land use pattern of the existing and proposed mining project is given below:
Table 6 : Land Use Details of project area
Sr. No. Land Use Category
Pre-Operational (Ha.)
Operational for next five years (Ha.)
Post Operational for life of mine (Ha.)
1 Top Soil Dump Nil Nil Nil 2 Over burden Nil
3 Excavation (Voids Only) 0.1855 5.0614
5.7296 (4.2782 ha. Reclaimed by
plantation, 1.4514 ha. converted into
pond) 4 Road Nil 0.2377 Nil 5 Built Up Area Nil Nil Nil 6 Drainage Nil 0.4088 0.4088 7 Green belt Nil 0.8434 0.8434 8 Undisturbed Area 6.7963 0.4305 Nil
Total 6.9818 6.9818 6.9818
LAND OWNERSHIP The land as per revenue records is a private own land and the site is rocky land with mix
plantation and other native species.
4.(iii) TOPOGRAPHY (ALONG WITH MAP) The proposed mine is a fresh mine. Some part of the proposed land is exposed rock and
there is no vegetation in that area. The remaining land in the proposed land is mostly
covered with native trees, shrubs, herbs, grass, climbers, bushes etc. The topography of
the lease area is hilly terrain. The highest elevation of the lease area is 345 m MSL and
lowest is 280 m. MSL. As the proposed area is hill rock, the drainage of lease area is
towards E to NE. No habitants are located in the lease area. The topographical contour
map of the project site is attached.
4.(iv) EXISTING LAND USE PATTERN (AGRICULTURE, NON-AGRICULTURE, FOREST, WATER BODIES (INCLUDING AREA UNDER CRZ)), SHORTEST DISTANCES FROM THE PERIPHERY OF THE PROJECT TO THE PERIPHERY OF THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE AREAS, WATER BODIES (DISTANCE FROM THE HFL OF THE RIVER), CRZ IN CASE OF NOTIFIED INDUSTRIAL AREA.
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Land Use Pattern:
The lease area is situated at Sy. Nos. 1376, 1377, 1378, 1405, 1406 & 1411,
Kanichar Village, Iritty Taluk, Kannur District, Kerala for an area of 6.9818 ha.. The land
use pattern of site is provided at Table No. 6 above.
DISTANCES FROM THE PERIPHERY OF THE PROJECT TO THE PERIPHERY OF THE
FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE AREAS, WATER BODIES, NOTIFIED INDUSTRIAL AREAS, CRZ AREA ETC.
Particulars Name & Distance to quarry site
Ecological sensitive zone (National Park, Sanctuary, Habitat for Migratory Birds, Tiger Reserve)
Aralam Wildlife Sanctuary, 8.5 km. NE
Critically Polluted Area as identified by CPCB None within the study area
Defense installations None within the study area
Archeological Features None within the study area
Nearest Forests Kottioor Reserve Forest, about 6 km., E
Periya Reserve Forest 1.5 km., S
Nearest streams/ rivers/ water bodies Anjarakandy River, 1.6 km S Kanjirapuzha, 0.9 km N Tributary of Bavali river, 0.375 km, N Bavali river, 8.0 km NE Tributary of Anjarakandy River, 8.9 km NW Tributary of Kabani River, 9.2 km SE Mahe River, 7 km S
Notified Industrial Area None within the study area
CRZ Area Not in CRZ Area
4.(v) EXISTING INFRASTRUCTURE
The existing infrastructure nearby to the project site includes tarred roads, electricity
supply from Kerala Electricity Board, water supply from Kerala Water Authority /
Panchayat supply, storm water drains along the roads.
4.(vi) SOIL CLASSIFICATION Main rock type in the study area is charnockite granite. At places where they are
exposed, the charnockite granite is medium to coarse grained with dark grey quartz.
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4.(vii) CLIMATIC DATA Kannur district receives a total annual rainfall of around 3438 mm. District experiences
heavy rainfall during the South West monsoon season followed by North East monsoon.
South West monsoon during June to September contributes 70 % of the total rainfall of
the year. The northeast monsoon contributes only about 30%. The year to year
variability of annual rainfall is around 28.2%. In general, the rainfall increases from the
coast to the eastern hilly regions. Kannur district falls under wet type of climate based
on Thornthwaite’s climatic classification
(Source: District Survey Report, Kannur District, Kerala State)
4.(viii) SOCIAL INFRASTRUCTURE AVAILABLE Table 7 : Social Infrastructure Details
S. No. Particulars Name, Distance & Direction from the quarry site 1. Land use Private owned land with rocky area
2. Nearest habitation About 110 m. towards NW
3. Nearest Town Kakkayangadu, about10 Km N Kolayadu, 6.5 Km W Peravoor, about 6 Km N
4. Width of access road to site About 110 m. towards NW
5. Nearest Airport Calicut Int. Airport, Karipur, about 120 km., S
6. Nearest Highway / major road SH 59 (Thalasseri – Baveli Road), 150m. S NH-17(Thalassery-Kannur) ,40Kms/W
7. Nearest Railway Station Thalassery, about 40 km., SW
8. Power supply The total power requirement will be 75 kW for
compressors which will be operated by Diesel Engine for
quarry.
The source of electricity for domestic consumption within
the quarry site is from the supply of Kerala State Electricity
Board (KSEB)
9. Nearest Hospital / dispensary The total water requirement is about 16 KLD in which
2 KLD is for domestic purpose which would be sourced
from well, 12 KLD for dust suppression in mine as well as
ancillary units and 2 KLD for plantation purposes and will
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be sourced from storm water pond.
10. Education facility St. Thomas Public School, about 1.Km., N Vekalam U P School, 1.80 Km., NW Govt L P school , Kommeri, about 3 Km., W Poolakutty L P School, about 1.Km., E
11. Police Station Peravoor, 7.5 km., NW
12. Fire Station Peravoor, 7.5 km., NW
13. Ambulance Peravoor, 7.5 km., NW
14. Church / temple / mosque Churches St. Sebastian church, about 1 Km N St. Marrys church, 1.10 Km E Temple Erayi Kolli Muthappan temple, 2.5 Km NW Mahavishnu temple, 4.6 Km NW
Masjid Misbahul Huda masjid, about 2 Km N Peruva Juma masjid, 4.10 Km SW
5.0 PLANNING BRIEF 5.(i) PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC.)
TOWN AND COUNTRY PLANNING / DEVELOPMENT AUTHORITY CLASSIFICATION.
The mining will be done by open cast semi-mechanized method of mining. The bench
height and width will be maintained 5 to 6 m. Excavated material is transported to the
crusher unit located within the complex and attached to the quarry for further processing.
The proposed mine will have capacity to produce 4,80,000 MTA of building stone. It will be
used for construction of buildings & roads. Mineral will be transported by trucks / tippers to
the end users.
The surface cum geological plan is attached at Annexure No. 7.
The production and development plan of the project is attached as Annexure No. 8. 5.(ii) POPULATION PROJECTION
About 28 Persons of employees proposed for the quarrying operation. Most of the
person will be sourced from neighboring villages. Thus there will be no increase in
population due to the project.
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5.(iii) LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.) The land use plan including the breakup along with green belt development area is
provided at Table No. 6 above. 5.(iv) ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL)
The mine site has its own approach road and well connected to the nearest public road /
highway, which will help in commutation of workers and transportation of minerals. As
such there is no major infrastructure facilities planned in this project and does not call for
importance. The main mining site and secondary access road will be kept in a sufficient
condition to allow access.
On the basis of the site visit, the infrastructure demand in the nearby villages will be
assessed on the basis of need and priority. Job opportunities are limited and newer
avenues of skill development for income generation are required.
5.(v) AMENITIES/ FACILITIES Following facilities are provided for the smooth working of the mine:-
Mine office / Site office
Magazine area for storage of explosive
Parking area for vehicles
Storm water collection pond
Canteen / Mess for workers
Accommodation for workers
First aid room
Store facility
Toilet facility
Drinking water facilities
Rest shelters: Rest shelter room is provided to take lunch and rest for the mine workers.
6.0 PROPOSED INFRASTRUCTURE 6.(i) INDUSTRIAL AREA (PROCESSING AREA)
The project site area is not located in an industrial area. The project is a mining project and
is site specific.
6.(ii) RESIDENTIAL AREA (NON PROCESSING AREA) As the local person will be given priority in employment, no permanent residential area /
housing is proposed only labour sheds are provided within the complex.
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6.(iii) GREEN BELT The year wise programme of eco-restoration for the life of mine will be made and about
5,122 trees will be planted in an area of 5.1216 ha. The details of eco restoration and
green belt development plan are provided in Environment Management Plan (EMP)
attached with this report.
6.(iv) SOCIAL INFRASTRUCTURE The Social Infrastructure facility available around the site is provided at Table No. 7 above.
6.(v) CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL / METRO / WATER WAYS ETC.) The site is very well connected by road network to the mine, district headquarter and to the
nearest towns. The area is self sufficient to cater the needs of the project.
6.(vi) DRINKING WATER MANAGEMENT (SOURCE AND SUPPLY OF WATER) The water required for the project will be sourced from the storm water reservoir and from
well. The drinking water to a tune of 2 KLD will be sourced from the open well which will
be treated / disinfected before consumption.
6.(vii) SEWERAGE SYSTEM The sewage to a tune of 1.6 KL will be generated daily from the mine office/labour quarters
will be diverted to the septic tank followed by soak pit.
6.(viii) INDUSTRIAL WASTE MANAGEMENT There will be no industrial waste generation due to proposed project.
6.(ix) SOLID WASTE MANAGEMENT (i) Topsoil Management
A total quantity about 20,388 cu.m. of topsoil is proposed to be removed during the mining
operations. The topsoil excavated from the quarry will be dumped / stacked separately at
pre-determined place and subsequently will be utilized in spreading over reclaimed areas
for plantation as part of eco-restoration. Precautions will be taken to limit the height of the
topsoil dump / stacked to 5 to 6 meters in order to preserve its fertility and shelf life. It will be
suitably protected from soil erosion and infertility by planting fodder grass and leguminous
plants during temporary storage.
(ii) Overburden Management About 27,185 cu. m of overburden (OB) will be generated throughout the mine life. This
waste will be utilized within the pit for lying of haul roads. At the end use, OB can be
reutilized as soil base for plantation.
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6.(x) POWER REQUIREMENT AND SUPPLY / SOURCE The total power requirement will be 75 kW for compressors which will be operated by Diesel
Engine. The domestic supply will be met from the supply of Kerala State Electricity Board
(KSEB).
7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN) 7.(i) POLICY TO BE ADOPTED (CENTRAL/ STATE) IN RESPECT OF THE PROJECT
AFFECTED PERSONS INCLUDING HOME OUSTEES, LAND OUSTEES AND LANDLESS LABOUR (A BRIEF OUTLINE TO BE GIVEN) The proposed site is private own land and hence there is no rehabilitation and resettlement.
It is a small quarry project and there is no habitation in the lease area, therefore
rehabilitation & resettlement plan is not required / applicable for this project.
8.0 PROJECT SCHEDULE AND COST ESTIMATES 8.(i) LIKELY DATE OF START OF PRODUCTION AND LIKELY DATE OF COMPLETION
(TIME SCHEDULE FOR THE PROJECT WILL BE GIVEN). Table 7 : Expected Time Schedule for the Project
S. No. Particulars Time Schedule (in month)* Remark If any 1st 2nd 3rd 4th 5th
1. Environmental Clearance 2. Consent To Establish Project Establishment Period
3. Consent To Operate Production Start Period
*Time line may vary; subjected to rules & regulation / & other unforeseen circumstances 8.(ii) ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC
VIABILITY OF THE PROJECT The proposed project cost will be about Rs. 3.70 Crores (Land Cost = Rs 0.95 Cr. +
Machinery Cost = Rs.2.75Cr.)
Table 8 : Estimated Project Cost and Economic Viability S. No. Particulars Details
1. Quarrying Cost Rs. 200/- Per Ton 2. Transportation with Crushing cost Rs. 250/- Per Ton 3. Royalty & Other Expenses Rs. 100/- Per Ton 4. Total Cost of Production Rs. 550/- Per Ton 5. Selling Price Rs. 650/- Per Ton 6. Gross Profit Rs. 100/- Per Ton 7. Gross Profit / Annum ( 4,80,000 Tons x Rs. 100/- ) Rs. 4,80,00,000/- Per Annum
PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 28
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9.0 ANALYSIS OF PROPOSAL
9.(i) FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFITS TO THE LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA. No tribal population is residing in the study area. There will be social benefits from the
mining operations. The core benefit of the proposed quarry project is the availability of
Masonry building stone for construction industries. A detailed study on social status of the
project site surroundings & need base study on proposed CSR activities were carried out
and the details are provided in attached Environment Management Plan.
LETTER OF INTENT (LOI) Annexure No. 1
SITE PHOTOGRAPHS
M/s NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES
Annexure No. 2
ROUTE MAP OF THE QUARRY SITE OF M/s NEW BHARAT STONE CRUSHER &
HOLLOW BRICKS INDUSTRIES
Annexure No. 3
GOOGLE MAP OF M/s NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES
Annexure No. 4
1
KEY MAP – QUARRY SITE OF M/s NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES.
Annexure No. 5
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PLATE N
o. 2
Project N
ame:- M
/s New
Bharat Stone Crusher
& H
ollow Bricks Industries
Village
:- Kanichar
Taluk:- Iritty
District
:- Kannur
State
:- Kerala
Plot area
:- 6.9818 Ha.
Annexure N
o. 6
PIT
SOIL
PITTING
MUKESH SUROLIYA,M.Sc. Geology,Recognition as Qualified Person (RQP),(RQP No. -RQP/AJM/321/2010/A)Indian Bureau of Mines &Accredited Functional Area Expert (FAE),Hydrology & Ground Water (HG) andGeology (GEO) from National AccreditationBoard for Education and Training (NABET),Quality Council of India (QCI)
MUKESH SUROLIYA,M.Sc. Geology,Recognition as Qualified Person (RQP),(RQP No. -RQP/AJM/321/2010/A)Indian Bureau of Mines &Accredited Functional Area Expert (FAE),Hydrology & Ground Water (HG) andGeology (GEO) from National AccreditationBoard for Education and Training (NABET),Quality Council of India (QCI)
INDEX
CONTOUR LINE
SECTION LINE
LEASE BOUNDARYWITH FENCING
GRANITE ROCK
BOUNDARY PILLARBP
PLATE No. 3
Project Name:- M/s New Bharat Stone Crusher & Hollow Bricks Industries
Village :- Kanichar
Taluk :- Iritty
District :- Kannur
State :- Kerala
Plot area :- 6.9818 Ha.
MINE SAFETYBARRIER LINE
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BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE1 11°51'15.30"N 75°45'30.99"E 11 11°51'19.28"N 75°45'31.90"E 21 11°51'19.37"N 75°45'27.89"E2 11°51'14.93"N 75°45'32.12"E 12 11°51'19.38"N 75°45'31.98"E 22 11°51'17.74"N 75°45'25.56"E3 11°51'15.61"N 75°45'32.84"E 13 11°51'19.94"N 75°45'32.00"E 23 11°51'16.09"N 75°45'25.63"E4 11°51'15.87"N 75°45'33.26"E 14 11°51'20.35"N 75°45'32.71"E 24 11°51'14.34"N 75°45'25.84"E5 11°51'16.38"N 75°45'34.78"E 15 11°51'20.90"N 75°45'32.49"E 25 11°51'14.50"N 75°45'23.92"E6 11°51'17.57"N 75°45'37.20"E 16 11°51'21.22"N 75°45'32.04"E 26 11°51'11.41"N 75°45'24.89"E7 11°51'19.45"N 75°45'34.55"E 17 11°51'22.11"N 75°45'30.40"E 27 11°51'11.43"N 75°45'26.69"E8 11°51'18.92"N 75°45'33.61"E 18 11°51'21.22"N 75°45'29.85"E 28 11°51'10.38"N 75°45'26.51"E9 11°51'18.03"N 75°45'33.05"E 19 11°51'21.71"N 75°45'29.04"E 29 11°51'9.74"N 75°45'30.60"E
10 11°51'18.58"N 75°45'32.44"E 20 11°51'22.01"N 75°45'28.30"E
Annexure No. 7
PLANTATION
RAIN WATER WAY
PRODUCTION & DEVELOPMENTPLAN AND SECTION
ROAD
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SOIL
MUKESH SUROLIYA,M.Sc. Geology,Recognition as Qualified Person (RQP),(RQP No. -RQP/AJM/321/2010/A)Indian Bureau of Mines &Accredited Functional Area Expert (FAE),Hydrology & Ground Water (HG) andGeology (GEO) from National AccreditationBoard for Education and Training (NABET),Quality Council of India (QCI)
MUKESH SUROLIYA,M.Sc. Geology,Recognition as Qualified Person (RQP),(RQP No. -RQP/AJM/321/2010/A)Indian Bureau of Mines &Accredited Functional Area Expert (FAE),Hydrology & Ground Water (HG) andGeology (GEO) from National AccreditationBoard for Education and Training (NABET),Quality Council of India (QCI)
INDEX
CONTOUR LINE
SECTION LINE
LEASE BOUNDARYWITH FENCING
GRANITE ROCK
PLATE No. 4
Project Name:- M/s New Bharat Stone Crusher &Hollow Bricks Industries
Village :- Kanichar
Taluk :- Iritty
District :- Kannur
State :- Kerala
Plot area :- 6.9818 Ha.
MINE SAFETYBARRIER LINE
BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE1 11°51'15.30"N 75°45'30.99"E 11 11°51'19.28"N 75°45'31.90"E 21 11°51'19.37"N 75°45'27.89"E2 11°51'14.93"N 75°45'32.12"E 12 11°51'19.38"N 75°45'31.98"E 22 11°51'17.74"N 75°45'25.56"E3 11°51'15.61"N 75°45'32.84"E 13 11°51'19.94"N 75°45'32.00"E 23 11°51'16.09"N 75°45'25.63"E4 11°51'15.87"N 75°45'33.26"E 14 11°51'20.35"N 75°45'32.71"E 24 11°51'14.34"N 75°45'25.84"E5 11°51'16.38"N 75°45'34.78"E 15 11°51'20.90"N 75°45'32.49"E 25 11°51'14.50"N 75°45'23.92"E6 11°51'17.57"N 75°45'37.20"E 16 11°51'21.22"N 75°45'32.04"E 26 11°51'11.41"N 75°45'24.89"E7 11°51'19.45"N 75°45'34.55"E 17 11°51'22.11"N 75°45'30.40"E 27 11°51'11.43"N 75°45'26.69"E8 11°51'18.92"N 75°45'33.61"E 18 11°51'21.22"N 75°45'29.85"E 28 11°51'10.38"N 75°45'26.51"E9 11°51'18.03"N 75°45'33.05"E 19 11°51'21.71"N 75°45'29.04"E 29 11°51'9.74"N 75°45'30.60"E
10 11°51'18.58"N 75°45'32.44"E 20 11°51'22.01"N 75°45'28.30"E BOUNDARY PILLARBP
Year Bench Production (MT)
I 345-325 4,80,000II 325-315 4,80,000III 315-310 4,80,000IV 310-305 4,80,000V 305-300 4,80,000
Annexure No. 8
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A REPORT ON
BASELINE ENVIRONMENT DATA &
ENVIRONMENT MANAGEMENT PLAN FOR
BUILDING STONE QUARRY (MINOR MINERAL) PROJECT
OF
M/s NEW BHARAT STONE CRUSHER & HOLLOW
BRICKS INDUSTRIES
SITE AT
KANICHAR VILLAGE & PANCHAYAT, IRITTY TALUK,
KANNUR DISTRICT, KERALA
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1. INTRODUCTION The building Stone Quarry (Minor Mineral) project of M/s New Bharat Stone Crusher & Hollow
Bricks Industries at Sy. Nos. . 1376, 1377, 1378, 1405, 1406 & 1411, Kanichar Village, Iritty Taluk,
Kannur District, Kerala for an area of 6.9818 ha.
The first step in the identification of impact assessment of a development project is the assessment
of existing environment. The Environment Management Plan (EMP) is a site specific plan
developed to ensure that the project is implemented in an environmentally sustainable manner and
to understand the potential environmental risks arising from the proposed project and take
appropriate actions to minimize those risks. EMP also ensures that the project implementation is
carried out in accordance with the planned design and by taking appropriate mitigative actions to
reduce adverse environmental impacts during the project’s life cycle.
2. AREAS FOR IDENTIFICATION OF ENVIRONMENTAL ASPECTS AND IMPACTS
The environmental parameters likely to be affected by mining are related to many factors, i.e.
physical, social, economic, agriculture. Opencast mining involves drilling, blasting, loading and
transport of the mineral, stacking of topsoil &overburden. The excavated mineral will be crushed
in a crusher plant and the final product from the crusher will be transported via trucks to the end
user. The operations may disturb environment of the area in various ways, such as removal of
mass, change of landscape, flora and fauna of the area, surface drainage, and change in air,
water and soil quality. While for the purpose of development and economic up-liftment of
people, there is need for establishment of mining industries, but these should be environment
friendly. Therefore, it is essential to assess the impacts of mining on different environmental
parameters, before starting the mining operations, so that abatement measures could be
planned in advance for eco-friendly mining in the area.
BASELINE ENVIRONMENT DATA The areas of environmental concerns for which the impacts and their predictions are taken into
consideration are :-
Air Environment
Water Environment
Noise Environment
Land Environment
Biological Environment
Socio-Economic Environment
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The baseline environmental status of the different environments mentioned above is assessed
through primary data collection, field monitoring through NABL accredited laboratory and from
secondary sources. The baseline environment status for different environments is given below:
AIR ENVIRONMENT The prime objective of the baseline ambient air monitoring was to evaluate the existing air
quality of the area. This will also be useful for assessing the conformity the standards of the
ambient air quality during the operation of the proposed mine.
METEOROLOGICAL PARAMETERS Kannur district receives a total annual rainfall of around 3438 mm. District experiences heavy
rainfall during the South West monsoon season followed by North East monsoon. South West
monsoon during June to September contributes 70 % of the total rainfall of the year. The
northeast monsoon contributes only about 30%. The year to year variability of annual rainfall is
around 28.2%. In general, the rainfall increases from the coast to the eastern hilly regions.
Kannur district falls under wet type of climate based on Thornthwaite’s climatic classification.
Apart from the rainfall, the meteorological parameters play an important role in groundwater
balance estimation and other types of relevant studies.
The temperature is more during the months of April to May and is less during December and
January. The average mean monthly maximum temperature ranges from 28.4 to 36.90C and
minimum temperature ranges from 19.7 to 23.90C.
Relative humidity is more during south west monsoon season (ie June to September). It is more
during morning hours and is less during evening hours. Humidity ranges from 77 to 88 % in the
district.
Evaporation is more during summer months of March to May and low during the months of June
to November. The mean evaporation ranges from 2.6 to 5.7 mm/day.
Generally good sunshine hours are recorded in the month of November to May. January to
March records the maximum sunshine hours of more than 9.1 hours/day. The months of June to
August records the minimum sunshine due to cloudy sky.
Wind speed ranges from 2.1 to 3.3 km per hour with mean speed of 2.6 km/hr. The wind speed
is high during the period from March to June and low during the period from September to
December.
The monthly PET ranges from 124.5 to 170.6 mm. PET values are lower than the monthly
rainfall during the months of May to October indicating water surplus for possible recharge into
groundwater regime during these months.
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(Source: District Survey Report, Kannur District, Kerala State)
AMBIENT AIR MONITORING Field monitoring studies for 24 hourly frequencies was carried out to evaluate the base line
status of the project site in compliance with MoEF guidelines.
Ambient Air Quality Field Monitoring Values Results :- The field monitoring of ambient air quality was carried out by an NABL accredited
laboratory. The copy of the ambient air quality field monitoring report is attached at Annexure No. A. Conclusion :- From the field measurement results of the ambient air, it is observed from the
report that the ambient air quality at site within the prescribed standards (NAAQS) with respect
to PM10, PM2.5, NOx and SO2.
WATER ENVIRONMENT The purpose of this study is to:-
Assess the water quality characteristics for critical parameters;
Predict the likely impacts on water quality due to the project and related activities.
WATER MONITORING
To analyze the suitability of water for mining purpose, water sample to analyze the suitability of
water near to the project site was collected by NABL accredited laboratory and samples were
analyzed for physical, chemical and biological parameters.
The sample was collected by grab sampling technique. The sample was analyzed as per the procedures specified in ‘Standard Methods for the Examination of Water & Wastewater’
published by American Public Health Association (APHA).
Water Quality Monitoring Values Results :- The field monitoring of water sample was collected by an NABL accredited
laboratory. The copy of the water sample report is attached at Annexure No. B. Conclusion: - The water samples collected and analyzed from the site, it is observed that the
water quality of water is fit after filtration, disinfection & treatment for further consumption for
activities attached with the mining operations.
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HYDROGEOLOGY Kannur district is underlain by charnockites, pyroxene granulites, garnetiferous gneisses,
hornblende biotite gneisses and schistose rocks overlain by Tertiaries and coastal alluvium
along the coast ranging in age from Archaean to Recent. These rocks have undergone
weathering and lateritisation. The hydrogeological units encountered in the district are (i)
consolidated formations (weathered and fractured crystallines) (ii) Semi consolidated sediments
equivalent to Warkalies of Southern Kerala and Laterite formations and (iii) unconsolidated
formations (Recent alluvium occurring along the coast).
(Source: Central Ground Water Information Booklet, Kannur District, Kerala )
NOISE ENVIRONMENT The main objective of noise monitoring in the study area is to establish the baseline noise levels
and assess the impact of the total noise expected to be generated during the mining operations in
the project site.
Instant sound level meter is used for the collection of data related to noise at an interval of one
hour per reading. Noise level for 24 hours was conducted for one day within the site. The details of
the instrument used for noise level sampling are given below:-
Noise (Sound) Measuring Instrument Instrument Make Model No. Instrument
Identification Detection Limit
Integrated Sound Level Measurement
Instrument Standard Accessories
Lutron SL-4001 SAL/NOISE/INT/01 Lo 30-80dB
Hi 80-130dB
Testing Method to be followed Particular Testing Method to be Followed
Noise Level Measurement
A Noise Level in dB (A) for continuous
24 hours at 1 hour interval
Operational Manual of Noise level Meter, Model No. DT -
805 issued by Mextech
Noise Level Monitoring Values Results :- The field monitoring of ambient noise level was collected by an NABL accredited
laboratory. The copy of the ambient noise level report is attached at Annexure No. C.
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Conclusion: - The water samples collected and analyzed from the site, it is observed from the
above monitoring results that the Noise levels at monitoring station is within the prescribed
national standards.
LAND ENVIRONMENT A. REGIONAL GEOLOGY The district can be broadly divided into seven geological belts trending NW-SE viz., (i) northern belt
of Charnockite group extending further north and east to the adjacent districts, (ii) north central belt
of Wayanad schist complex, (iii) Central belt of Peninsular Gneissic Complex extending to the
southeast, (iv) south central belt of Vengad Group, equivalent to Dharwars, (v) southernmost belt of
Migmatite Complex which extends further south to the adjacent district, (vi) Sedimentary (Warkalli
Beds) in the western part near the coast and (vii) Quaternary sediments along the coast. The
lithology of Kannur district is grouped under Precambrian, late Tertiary and Quaternary periods
and the Precambrian rocks dominate over the other two. Charnockite Group, includes pyroxene
granulite, charnockite (hypersthene granulite) and hornblende-diopside granulite. While hornblende
granite and charnockite occupy large areas, pyroxene granulite occurs as linear bodies in the
southeast. Hornblendebiotite gneiss constitutes the litho unit of Migmatite Complex. It has a large
areal extent along the coast, south of Kannur. Towards east and southeast, discrete
metasedimentary and ultramafic sequences which have been designaed as Wayanad Schist
Complex and are considered equivalent of Sargur Group of Karnataka. They occur as isolated
bands within charnockite and gneiss. Their contacts are generally discordant due to later folding,
metamorphism and migmatisation. The group comprises quartzite, magnetite quartzite, garnet-
kyanite-sillimanite gneiss, quart-mica-kyanite schist, quartz-sericite schist, amphibolite, kyanite-
sillimanite-sericite quartzite, metaultramafites. Garnetkyanite-sillimanite gneiss/schist is widespread
in the east, whereas the other members of Wayanad Complex occur as linear bands, lensoidal
bodies and vestiges to the West Peninsular Gneisic Complex, represented by hornblende-biotite
gneiss comprise of a complex suite of gneisses and granites, representing the anatectic phase of
migmatisation of schist complex. East of Kannur extending upto Tellichery in the south, a large
body of quartz-mica schist is separated from the other schistose rocks by a conglomerate horizon
extending over 8km. This lithounit known as Vengad Formation, characterised by lack of
migmatisation, presence of primary structres and absence of high grade minerals, is correlatable
with rocks of Dharwar Super Group. Large bodies of anortjosite, gabbro, granite and granophyre
from the post Vengad basic and acid intrusives. Dolerite dykes trending NW-SE represent the
younger basic intrusives. Late Tertiary sedimentary rocks (Warkalli beds) occur as isolated patches
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along the coast near Kannur, Pazhayangadi and east of Payyannur. They comprise variegated
clays and friable sandstone. At Kannur and Pazhayangadi, carbonaceous clay with thin seams of
lignite is reported towards bottom of the sedimentary sequence. The Tertiaries as well as the
basement rocks are extensively lateritised. The pebble bed, reported near Valapatnam along the
bank of Valapatanam river, is considered to be of Quaternary age. Quaternary alluvial deposit
occur along the coast and in the valleys. They constitute palaeo-marine deposit (Guruvayur
Formation), fluvial deposit (Periyar Formation) of Valapatnam and Dharmadom rivers, fluvio-marine
deposits (Viyyam Formation) and beach deposits (Kadappuram Formation) (Figure 1). The geology
of the district given above may be read with the “Geology of Kerala” which is given as for better
understanding of geological succession and stratigraphic sequence.
(Source: District Survey Report, Kannur District, Kerala State)
B. LOCAL GEOLOGY The local geology belongs to the regional geology. Main rock type in the study area is charnockite.
At places where they are exposed, charnockite is medium to coarse grained with dark grey quartz.
The highest elevation within the project site is 345 m. MSL and lowest area is 280 m. MSL.
Topographically, the area is undulating with slope towards E to NE.
BIOLOGICAL ENVIRONMENT Study of biological environment is one of the important aspects in Environmental Impact
Assessment in view of the need for conservation of Environmental quality. A detailed
enumeration of species was carried out. Occurrences of flora at various locations were observed
and typical plant species were collected. The visual observations of plants were recorded with a
view to obtain some idea about the relative density of certain species and their predominance.
The Bio-diversity assessment report is attached at Annexure No. D.
SOCIO ECONOMIC ENVIRONMENT To identify the needs of the nearby community to the project site, a community need
assessment study was carried out Kanichar Gram panchayat. The main purpose of the study
was to assist the project proponent in delivering their Corporate Social Responsibility (CSR). As
per the guidelines of Company’s Act (Amendment) 2013, / Corporate Environment
Responsibility (CER) as per the O.M. F.No. 22-65/2017-I.A.III dt. 01-05-2018, the study was
mainly focused on the following areas.
1. PROMOTION OF EDUCATION 2. ENVIRONMENTAL SUSTAINABILITY
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3. DEVELOPMENT OF INFRASTRUCTURE FACILITIES 4. HEALTH CARE
Approach adopted
To conduct the study, primary and secondary data were used.
Primary Data: Stake holder interviews, unstructured interview, field observation, and telephonic
survey.
Secondary data: Yearly Project Document and Development Charter of the Panchayat.
Panchayat at a glance
Name of the Panchayat Kanichar Gram Panchayat
Geographical area 51.96 Sq.Km
Total ward 13
Block Peravoor
Village Kanichar
District Kannur
Boundary North – Kelakam Gram Panchayat
South – Pattyam Gram Panchayat
East - Kelakam Gram Panchayats
West – Peravoor, Kolayad and Muzhakunnu Gram
Panchayat
Demography Total Population 14,432
Male 7,284
Female 7,148
Density of Population 278
Ration 981
Litteracy 87.46
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ENVIRONMENT MANAGEMENT PLAN (EMP)
The Environment Management Plan (EMP) for a development project prescribes the mitigation
measures to be adopted to nullify or to minimize various anticipated environment impacts so as
to ensure nill / low impact due to the project to the surrounding environment. This will ensure
sustainable development and environment friendly mining operations. The Environment
Management Plan for various facets of environment are given below : -
AIR ENVIRONMENT ANTICIPATED POTENTIAL IMPACTS Drilling, Blasting & Transportation Apart from the mining operations of drilling & blasting, movement of vehicles like dumpers,
trucks, tankers etc. will generate dust. The transportation activities on unpaved area will results
in fugitive emissions to the tune of 1.261 kg/VkmT for PM10 and 0.126 kg/VkmT for PM2.5.
(Calculation based on USEPA- AP 42 series.). Gaseous Emission rate due to transportation
CO 5.45 g/kWh
HC 0.78 g/kWh
NOx 5.0 g/kWh
MITIGATION MEASURES: Mining activities will generate certain quantities of dust during drilling, blasting, loading and
transportation operations. The following measures will be taken to mitigate the fugitive dust from
these operations.
Laying of haul road as per the standards, black topping of permanent haul road and
service road to avoid or eliminate air – borne dust.
To avoid the dust generation from the drilling operations, wet drilling method will be
adopted.
Drill machines will be equipped with dust collectors.
Use of appropriate explosives for blasting and avoiding overcharging of blast holes.
Controlled blasting techniques will be adopted.
Watering of haul road and other road at regular intervals.
Provision of dust filters/ mask to workers working at highly dust prone and affected areas.
Provision of green belt all along the periphery of the lease area.
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Periodical monitoring of ambient air quality in and around the lease area.
The extracted mineral will be transported from the quarry to the end user by adopting following measures so as to minimize dust emissions. In case of long transportation the trucks after loading will be covered with tarpaulin sheets.
Speed of the vehicles will be maintained within the prescribed limits.
Trucks will not be over loaded and will be maintained to the body level. The proposed mining activity is attached with a crusher operation. The following measures are
being taken to control the dust emissions:-
The unit is based on latest green technology and the entire unit is closed loop with proper
control strategies
The unit is well equipped with dust extraction system like bag filters at all traverse points
to control the dust emissions.
Closed conveyor system with water sprinkling arrangements are adopted in this unit
Sufficient water is used to maintain the moisture content to control the fugitive emissions
throughout the system
WATER ENVIRONMENT A. Water for Domestic Consumption ANTICIPATED POTENTIAL IMPACTS From the analysis report of the water sample collected, it is observed the water from the thodu
(drain) water is having lower value of pH level which is not permissible standard. The
consumption of non potable water can lead to water borne diseases and which will affect the
health of workers attached to project. MITIGATION MEASURES: It is suggested to adopt appropriate treatment , pH adjustment / filtration / disinfection of water
before consumption.
B. Domestic Sewage ANTICIPATED POTENTIAL IMPACTS The domestic sewage generation, if discharged untreated, can contaminate the ground water
and other ground & surface water sources.
MITIGATION MEASURES: The sewage to the tune of 1.60 KLD will be generated from the site and the same will be
diverted to the septic tank followed by soak pit.
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C. Storm water contamination with silt ANTICIPATED POTENTIAL IMPACTS Mining activities may cause adverse impacts due to siltation due to runoff/ storm water. An
impact due to soil erosion during monsoon period is also significant in nature. This also has the
potential to clog the water channels and to spoil agriculture.
MITIGATION MEASURES: Some of the control measures adopted for controlling water pollution due to the siltation of storm
water by mining operations are as follows:-
Storm water drains with silt traps will be suitably constructed all along the periphery of the
pit area (Garland drains) to collect the run-off from the lease area and divert into the storm
water pond/tanks proposed within the complex.
Appropriate channelization of storm water with channels of sufficient width
All measures will be taken not to disturb the existing drainage pattern adjacent to the
other property.
De-siltation traps and storm water collection pond proposed for silt removal.
The storm water collected from the lease area will be utilized for dust suppression on haul
roads, plantation within the premises, etc.
The layout of channelization of storm water from the project site is shown in the
environmental plan and in the storm water drainage plan which are attached at Annexure No. E & F respectively.
Construction of check dams and collecting channel all around at the foot of the hill to
prevent soil erosion during the monsoon season and also to collect the storm water for
various use within the mine lease area.
D. Consumption of water – A Natural Resource ANTICIPATED POTENTIAL IMPACTS The mining operations require large quantity of water for dust suppression, wetting of roads etc.
Therefore, if appropriate measures are not adopted, it will lead to withdrawal of large quantity of
ground water and which will deplete the ground water table.
MITIGATION MEASURES – CONSERVATION OF WATER The quarry site has got potential to store large quantity of storm water. The storing of
surface run-off can be done in a storm water collection pond. Stored storm water can be
used for dust suppression & greenbelt development which will reduce / eliminate the
usage of fresh water. Therefore, the conservation of water is achieved. A storm water
collection pond with adequate capacity will be construct at site which is outside the mine
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lease area. This will be fenced so as to avoid accidents. The settled dust particles within
the storm water collection pond will be removed periodically.
Further, in the mine closure phase of the mine, a large area is proposed to be used as
surface run-off storage structure. The stored rain water will be used for maintenance of
eco-restoration carried out in the mine lease area.
NOISE ENVIRONMENT ANTICIPATED POTENTIAL IMPACTS Drilling, blasting, compressors, plying of vehicles and loading & unloading of materials are the
main sources of noise in the project area. The expected noise level from the above mentioned
operations are given below:
S. No. List of equipments Range dB (A)
1. Excavator 95-100
2. Hydraulic Jack Hammer 95 -100
3. Compressor 92-95
4. Trucks/ Tippers 84-86
The nearest house is located at about 110 m. from the project site and predicted noise levels at
different distances from the source is given below:-
Distance from the source Predicted noise levels without EMP, dB(A) 50 65
159 60.5
200 58
300 54.5
400 52
500 50
MITIGATION MEASURES The following noise control measures are to be undertaken to bring down the noise levels:-
Proper maintenance of machinery, equipments and improvement on design of machines.
Use of personal protective devices i.e., earmuffs and earplugs by workers, who are
working in high noise generating areas.
Creation of wide green belt of dense foliage between mine areas and residential colonies.
Regular medical check-up related health problems
Proper training to personnel to create awareness about adverse noise level effects.
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Planned noise monitoring at suitable locations in the plant and outside location for proper
effective remedial actions.
LAND ENVIRONMENT ANTICIPATED POTENTIAL IMPACTS A. Land use change
Any mining activity may alter the land use pattern in the lease area
B. Loss of Top soil & overburden
C. Soil erosion due to storm water
MITIGATION MEASURES In order to minimize the adverse affects, the following suggestions have been made.
Concurrent eco restoration will be carried out.
Construction of check dams and collecting channel all around at the foot of the hill to
prevent soil erosion during the monsoon season and also to collect the storm water for
various use within the mine lease area.
Green belt development along the boundary of the lease area.
It is proposed to reclaim the pit area and this area will be suitably planted with local
species for eco-restoration in all possible means.
Proper barricading and monitoring of the water stored area will be taken up to prevent
accidents (if any)
It is estimated that around 20,388 cu. m. of top soil will be generated from the proposed
pit, which will be properly stacked and will be utilized for plantation over the reclaimed
areas.
It is also estimated that around 27,185 cu. m. of OB is generated which will be utilized in
developing internal roads.
D. OTHER ANTICIPATED POTENTIAL IMPACTS IN LAND ENVIRONMENT 1. GROUND VIBRATIONS The only source of ground vibrations is due to blasting operations. Based on the ground
vibration studies made earlier proper care will be taken during blasting.
2. BLASTING HAZARDS Blasting in mining areas may give rise to ground vibrations. Fly rock is another problem that
deserves attention. Based on the ground vibration studies made earlier, proper precautions will
be taken during blasting operations for controlling the ground vibrations.
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MITIGATION MEASURES The mitigation measures for addressing the various impacts due to blasting operation are
presented below.
Controlled blasting technique will be adopted in this project in order to reduce blast vibrations.
Further, charge per delay will be regulated to minimize blast vibrations. Proper hook-up will be
adopted while firing the drill holes. Moreover the experience gained in other open cast mines
would be gainfully utilized to limit the ground vibration levels within the prescribed limit of
15 mm/sec (as per DGMS). In practice, this is kept much less to about 10mm/sec.
In addition, the following guidelines will be adopted wherever required to check the ground
vibrations:-
The maximum charge per delay will not be more than 10 kg so as to limit the PPV values to
10mm/ sec. (As against the permissible 15 mm/ sec.).
Optimum delay sequence and stem to column ratio will be maintained to minimize the fly
rock distance and ground vibration intensity.
Basing on the distance of the nearest sensitive areas from the epicenter of the blast, charge
weight will be altered to meet the stipulated standards.
Design of optimum blast hole geometry considering bench height, diameter of hole, type of
explosive, nature of rock, level of fragmentation required etc.
Divide total charge/ blast in several parts so as to keep minimum explosive per delay i.e.
use of millisecond delay detonators & relays.
Avoid concentration of explosive by using deck charging.
Avoiding blasting in unfavorable weather conditions.
3. FLY ROCK CONTROL MEASURES There are a large number of factors that influence fly rocks. Most important of these factors are
long explosive columns with little stemming at the mouth of the hole, irregular shape of face,
long water column in holes, loose stones on face of the surface blasting area, and strong wind.
MITIGATION MEASURES Certain preventive measures will be taken to minimize the risks arising from flying fragments.
These are given below:-
Marking of danger zone: - The blasting area will be marked off as danger zone with red
flags, or other appropriate signs, and entry of any unauthorized person into this zone will
be prohibited during blasting operation.
Warning signals: - An audible warning signal will be given, fifteen minutes before actual
firing of blast to enable persons to move out of danger zone. For this purpose, a set of
sirens/ hooters will be provided at appropriate places.
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Providing blasting shelters: - In order to protect the personnel engaged in blasting
operations, blasting shelters will be provided for taking shelter during blasting.
4. AIR BLAST CONTROL MEASURES The release of explosive energy through air and movement of fragmented rocks are primary
causes for noise and air over pressure during blasting.
MITIGATION MEASURES Adoption of the following measures while carrying out blasting operation will help in reducing the
intensity of air blasts and will also minimize the noise level associated with the air blasts. The
measures suggested are given below:-
Avoiding overcharging of blast holes
Adequate stemming
Maintaining proper inter-hole & inter-row delays.
BIOLOGICAL ENVIRONMENT ANTICIPATED POTENTIAL IMPACTS Clearing and cutting of trees, shrubs & herbs during the mining operations will have impact on
biological environment by way of loss of habitat, loss of biodiversity. In order to compensate the
anticipated impacts due to the mining activity, the following measures are proposed:
MITIGATION MEASURES 1. COMPENSATORY MASS PLANTATION PROGRAMME An area equivalent to about 5 to 10% of the area proposed for quarrying is reserved in the area
owned by the project proponent outside the proposed quarry for compensatory mass plantation.
The area selected is such that there is enough depth of top soil and overburden and the
quarrying in this area is not proposed in future. For this purpose, the land is dedicated reserve
for compensatory mass plantation so as to minimize the loss of biodiversity due to the mining
activity.
2. GREEN BELT DEVELOPMENT/ ECO-RESTORATION In the concurrent eco-restoration of mine, about 5,122 trees will be planted in an area of 5.1216
ha.
3. RECOMMENDED SPECIES FOR ECO-RESTORATION PROGRAM The following recommendations were made for the sustainable development of the project so
as to protect the biodiversity of the area. As far as possible, all the endemic trees (if any)
identified from the project site will be protected as part of green zone. In addition to this, the
following species of native plants can be planted in the area earmarked for green zone and also
during mine closure.
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Recommendations
The following recommendations were made for the sustainable development of the project so
as to protect the biodiversity of the area. The following species of native plants can be planted
in the area earmarked for green zone and also during mine closure.
Sl No. Trees Shrubs
1 Briedelia retusa Dendrocalamus strictus
2 Schleichera oleosa Bambusa bambos
3 Artocarpus hirsutus Helicteres isora
4 Wrightia tinctoria Sida rhombifolia
5 Terminalia paniculata Cycas circinalis
6 Tabernaemontana alternifolia Justicia adhatoda
7 Tectona grandis Mussaenda frondosa
8 Vitex altissima Ochlandra sp.
9 Olea dioica Bambusa vulgaris
10 Lagerstroemia microcarpa Ixora coccinea
11 Dalbergia latifolia Pseudarthria viscida
12 Lannea coromandelica Clerodendrum infortunatum
13 Grewia tiliifolia Capparis rheedii
14 Xylia xylocarpa Glycosmis pentaphylla
SOCIO-ECONOMIC ENVIRONMENT To identify the needs of the nearby community to the project site, a community need
assessment study was carried out Kanichar Gram panchayat. The main purpose of the study
was to assist the project proponent in delivering their Corporate Social Responsibility (CSR). As
per the guidelines of Company’s Act (Amendment) 2013, / Corporate Environment
Responsibility (CER), the study was mainly focused on the following areas.
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1. Promotion of Education 2. Environmental Sustainability 3. Development of Infrastructure Facilities 4. Health Care
Approach adopted
To conduct the study, primary and secondary data were used.
Primary Data: Stake holder interviews, unstructured interview, field observation, and telephonic
survey.
Secondary data: Yearly Project Document and Development Charter of the Panchayat.
Identified Corporate Social Responsibility
The Socio - Economic expert conducted need assessment study in Kanichar Grama Panchayat
and identified activities under Corporate Social Responsibility (CSR) for the project proponent.
The identified CSR activities are given below.
1. PROMOTION OF EDUCATION
A. Bekalam aided UP School, is the nearest school to the project site. The aided school does
not get adequate support from government to improve the facilities. The project can support
the school in association with Gram Panchayat.
Particulars Basis of Calculation Total (in Rs.) Type of Expense
Smart Class room Lump sum 80,000 Non recurring
Maintenance of urinal block Lump sum 30,000 Non recurring
Table and chairs Rs.3,000 per set x 10
sets 30,000 Non recurring
Child friendly painting Rs. 80 per sq. ft x
1,000 80,000 Non recurring
Sports Equipments Lump sum 25,000 Non recurring
Children’s park (Slider, swing
etc.,) Lump sum 75,000 Non recurring
Total 3,20,000
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B. As part of promotion of education, the project can start a scholarship and sponsorship
programme for children from economically backward families. This initiative will help the
children to pursue professional education.
Particulars Basis of Calculation Total (in Rs.) Type of Expense Scholarship for Engineering, medicine like professional courses
Rs. 20,000 per student x 3 students
60,000 Recurring
School kit ( Bag, Uniform, bag etc)
Rs. 1,000 per kit X 50 Kits
50,000 Recurring
Total 1,10,000
2. ENVIRONMENTAL SUSTAINABILITY
A. To enhance the ground water table, the project can introduce well recharge (ground water
recharging by rain water harvesting) programme in the region of water scarcity. The areas /
places were recharge structures are to be installed, the same will be done in consultation &
association with Gram Panchayat.
Particulars Basis of Calculation Total (in Rs.) Type of Expense Well recharge Rs. 15,000 x 20 wells 3,00,000 Recurring Total 3,00,000
B. The project can support the Gram panchayat to install solar streetlights in the community
Particulars Basis of Calculation Total (in Rs.) Type of Expense Solar Lights Rs. 20,000 x 15 wells 3,00,000 Non Recurring Total 3,00,000
3. DEVELOPMENT OF INFRASTRUCTURE A. Many areas of the Gram Panchayat are facing water scarcity during summer. To reduce the
magnitude of this problem, the project can support the Gram Panchayat to lay water pipeline
from the overhead tank located within cluster of houses for domestic purposes and supply of
drinking water through tanker vehicles for these houses.
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Particulars Basis of Calculation Total (in Rs.) Type of Expense Water pipeline @ Rs. 500 per running meter
for 600 m.
3,00,000 Non recurring
Total 3,00,000
B. To improve the living standards of people from tribal community near to the project site and
economically backward families, the project can provide support for the construction of
houses and toilets. To identify the beneficiaries and execute the programme, the project can
work in association with Village Extension Officer and Gram Panchayat.
Particulars Basis of Calculation Total (in Rs.) Type of Expense
Assistance in construction of houses
Rs. 25,000 per beneficiary x 6houses
1,50,000 Recurring
Assistance in construction of toilets
Rs. 15,000 per beneficiary x 5 houses
75,000 Recurring
Total 2,25,000
4. Health Care
A. The project can support the patients from economically backward families in treatment. The
project can support the people suffering from chronically ill and the patients those who are
taking medicines for long time.
Particulars Basis of Calculation Total (in Rs.) Type of Expense
Treatment support Rs.20,000 x 5 patients 1,00,000 Recurring
Medicine Rs. 500 x 20 patients x 12 months
1,20,000 Recurring
Total 2,20,000
SUMMARY OF THE ACTIVITIES
Sl. No
Areas of Intervention No. of Intervention
Recurring Expenses (in Rs.)
Non Recurring Expenses (in Rs.)
1 Promotion of education 03 3,20,000 1,10,000 2 Environment sustainability 01 3,00,000 3,00,000
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3 Development of Infrastructure
02 3,00,000 2,25,000
4 Health care Nil 2,20,000 Total 06 9,20,000 8,55,000
MINE CLOSURE PLAN Various works that are to be taken up under the mine closure plan includes:-
(i) Re-vegetation: It is proposed to develop green belt to about 89% which includes areas
like along mine lease boundary (7.5 m width), all along the periphery of the mine lease
area and the reclaimed area.
Grass and bushes will be planted in areas prone to erosion especially at the foot of the
mine lease area. Other areas will be fertilized and planted with local species. The
characteristics of this vegetation will resemble that of the natural environment except for
the early growth, which may be a protective cover crop of non-seeding annuals.
Before re-vegetation, the land will be properly prepared by spreading the top soil which is
rich in organic contents. Vegetation will be self-sufficient after planting and require no
fertilization or maintenance.
(ii) Buildings and Infrastructure a. Site office building, Rest Room and Toilets These structures may be utilized for the mining project as the life of the mine is much
more than the present lease period.
b. Support & Transport Infrastructures As such there is no major infrastructure facilities planned in this project and does not call
for importance. The main mining site and secondary access road will be kept in a
sufficient condition to allow access for monitoring till such time any other authorities wish
to maintain and legally accept responsibility for the access roads.
c. Surface Equipment and Heavy Machinery No heavy and surface equipment are proposed in this project. Open cast semi-
mechanized method is used in this case. The equipments and small machinery if used will
be taken out of the premises.
d. Hazardous substances The hazardous materials and explosives will be totally evacuated from the mine site and
the site will cleared of any such materials and substances.
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(iii) Water Resource Management Prior to the commissioning of the project area the surface run-off used to flow naturally
and used to join the nearby drainage nallahs/ streams. It is proposed to collect and hold
this runoff/ storm water from the lease area including own property and use it for various
purposes within the lease area. The grounding of the project will not be causing any
alteration to the drainage pattern of the area. The quality of the water will be maintained in
compliance with the general effluent standards / drinking water standards.
(iv) Monitoring: The monitoring of the mine closure plan is an essential requirement for review of the
efficacy of the mine closure and to take corrective actions. The monitoring consists of
measuring the air quality, water quality, preservation of landscape, aesthetic and other
land use values.
(v) Submission of detailed Mine Closure Plan The detailed mine de-commissioning plan will be made on the above-mentioned
principles, before the closure which will be submitted for approval. This plan will also
provide the fund provision for the mine closure plan.
The map showing conceptual plan (post mine closure plan) of the proposed mine area is
enclosed as Annexure No. C.
RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN FALL OF SIDES
Flatter slopes angles are adopted where occurrences of loose earth are encountered.
No disaster like land slide, flood or inundation or fire is anticipated in this case.
Unmanageable heights are not created.
Loose rocks are properly dressed.
Nature and structure of the rocks are properly studied for their slips.
The faces will slope at 70°.
The hanging wall, footwall & mineralized zone are competent to stand safely for long time.
STORAGE AND USE OF EXPLOSIVES
Proper and safe storage of explosives in approved and Licensed Magazine.
Proper, safe and careful handling and use of explosives by competent Blasters having
Blaster’s Certificate of Competency issued by DGMS.
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Proper security system to prevent theft/ pilferage, unauthorized entry into Magazine area
and checking authorized persons to prevent carrying of match box, lights, mobile
phones, cigarette or Beedi, etc.
The explosives of class 2 will be used in their original cartridge packing and such cartridge
shall not be cut to remove explosive for making cartridge of different size.
Detonators will be conveyed in special containers. These will not be carried with other
explosives.
The holes which have been charged with explosives will not be left unattended till
blasting is completed.
Before starting charging, clear audible warning signals by Sirens will be given so that
people nearby can take shelter.
Blasting operations will be carried out in day times only. However, in this project the
mining operations are proposed to be carried out in day times.
STORAGE OF OIL AND FUEL
Due care will be taken to avoid oil spillage.
Storage will not be allowed beyond necessity.
Fuel oil and lubricants will be stored only in approved containers in separate store rooms.
Match box, lighters, mobile phone, dry wood, plastic paper sheets and smoking will not
be allowed near the storage area.
WATER
Due care will be taken to provide channel all around the foot of the hill to collect run off
and also to avoid soil erosion.
There is no danger of flood or inundation as the proposed working is above the normal
ground level. The area is not susceptible to floods.
DISASTER MANAGEMENT PLAN During mining activities, proper measures will be taken to ensure safety at site. In order to
handle disaster/ emergency situations, an organizational chart entrusting responsibility to
various project personnel will be prepared with their specific roles during emergency.
The possible composition of the management team shall be:-
1. Mines Manager
2. Section In-charge
3. Site Controller
4. Incident Controller
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5. Fire and Security Officer
6. Transport Coordinator
7. Medical Coordinator
INFRASTRUCTURE Following infrastructure and operational system will be provided to meet any emergencies.
EMERGENCY CONTROL ROOM This will be situated in an area away from the places of fire and will be provided with the
following facilities:-
a. Master plan of the mines.
b. First aid boxes.
c. Telephone line with STD facility.
d. Loud hailers.
e. Emergency lighting system.
f. Stretchers.
g. Transport facility.
h. Emergency control room / site office will function as control base.
ASSEMBLY POINTS Assembly points are to be set up farthest from the location of likely hazardous events, where
pre-designated persons from the works, contractors and visitors would assemble in case of
emergency. Up-to-date list of pre-designated employees of various departments must be
available at these points so that roll call could be taken. Pre-designated persons would take
charge of these points and mark presence as the people come into it. COMMUNICATION SYSTEM Different types of alarms to differentiate types of emergencies will be provided. Alarms will be
followed by an announcement over Public Address System. In case of failure of alarm system,
communication will be by telephone operator who will make announcement in industrial complex
through Public Address System which should be installed. Walkie-talkie and paging systems,
using predetermined codes of communication, are very useful during emergency. If everything
fails, a messenger will be used for sending the information.
WARNING SYSTEM AND CONTROL The Control Centers will be located at an area of minimum risk or vulnerability in the premises
concerned, taking into account the wind direction, areas which might be affected by
fire/explosion, toxic releases, etc. For promptness and efficiency, the premises/storage sites
may be divided into number of zones, which should be clearly marked on the site plan.
EMERGENCY SERVICES
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This includes the fire-fighting system, first aid center, hospital etc. Alternate sources of power
supply for operating fire pumps, communication with local bodies, fire brigade etc., will also be
clearly identified. Adequate number of external and internal telephone connections will be
installed. FIRE PROTECTION SYSTEM The fire protection system for the proposed mine will consist of,
a. Hydrant system for all the areas of the mine.
b. Portable hand appliances of suitable types/ capacities for extinguishing small fires in
selected areas of the mine/storage areas.
OCCUPATIONAL HEALTH AND SAFETY The main areas of concern for ensuring adequate occupational health and safety are:-
All working places will have safe means of access, safe working platform and exit. Persons
working in hazardous dust prone area will be provided with dust mask.
Personal protective equipments like respirators, ear plug, noise muff, helmet etc. will be
provided to the workers.
Proper unit design and engineering controls in order to protect workers, including by control
of process and fugitive emissions.
Adequate arrangement of drinking water will be done.
Education & training will be provided to the workforce about facilities, protective equipment,
risk associated, potential health effects, etc.
Display board will be provided showing the hazards associated and recommended
precautionary measures.
Medical Surveillance Following tests are proposed during Medical Surveillance conducted for employees:-
Pre-employment medical check-up.
* Pulmonary Function Test
* Complete Physical Examination
* Blood Test
* Urine Test
* Chest X ray
Once in Six months medical check-up of each employee.
Form 27A Fitness Certificate will be obtained every year from certified surgeon.
Form 25 Health Register of each employee will be obtained every year from certified
surgeon.
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Individual medical record will be maintained.
OCCUPATIONAL HEALTH Occupational health needs attention during mining activities. The problem of occupational health
in the mining operation and maintenance phase is primarily due to dust and noise which could
affect the workers from respiratory and hearing problems. The necessary personal protective
equipments will be given to all the workers. The working personnel will be given the following
appropriate personnel protective equipments.
Industrial Safety Helmet;
Face shield with replacement acrylic vision;
Cylindrical type earplug;
Dust mask;
Leather apron;
Safety belt/line man's safety belt;
Leather hand gloves;
Industrial safety shoes with steel toe.
Well equipped medical facilities will be available round the clock for attending emergency arising
out of accidents, if any. All working personnel will be medically examined at least once in every
year and at the end of his term of employment. This is in addition to the pre-employment medical
examination.
SAFETY PLAN
Safety of both men and materials during mining of operation phases is of concern. Safety plan
will be prepared and implemented in the proposed site. The preparedness of an industry for the
occurrence of possible disasters is known as emergency plan. The disaster is possible due to
collapse of rock structures and fire/explosion etc. Keeping in view the safety requirement during
mining a safety policy will be formulated with the following regulations:-
To allocate sufficient resources to maintain safe and healthy conditions of work;
To take steps to ensure that all known safety factors are taken into account in the
operation and maintenance of men, machinery and equipment;
To ensure that adequate safety instructions are given to all employees;
To provide wherever necessary protective equipment, safety appliances and clothing and
to ensure their proper use;
To inform employees about materials, equipment or processes used in their work which
are known to be potentially hazardous to health or safety;
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To keep all operations and methods of work under regular review for making necessary
changes from the point of view of safety in the light of experience and upto date
knowledge;
To provide appropriate facilities for first aid and prompt treatment of injuries and illness at
work;
To provide appropriate instruction, training, retraining and supervision to employees in
health and safety, first aid and to ensure that adequate publicity is given to these matters;
To ensure proper implementation of fire prevention methods and an appropriate fire fighting
service together with training facilities for personnel involved in this service;
To organize collection, analysis and presentation of data on accident, sickness and
incident involving people injury or injury to health with a view to taking corrective, remedial
and preventive action;
To promote through the established machinery, joint consultation in health and safety
matters to ensure effective participation by all employees;
To publish / notify regulations, instructions and notices in the common language of
employees;
To prepare separate safety rules for each type of occupation / processes involved in at
site; and
To ensure regular safety inspection by a competent person at suitable intervals of all
buildings, equipments, work places and operations.
SAFETY ORGANIZATION Conceptual / Planning Phase
A qualified and experienced safety officer shall be appointed. The responsibilities of the safety
officer include identification of the hazardous conditions and unsafe acts of workers and advice
on corrective actions, conduct safety audit, organize training programs and provide professional
expert advice on various issues related to occupational safety and health. He is also responsible
to ensure compliance of Safety Rules/ Statutory Provisions.
SAFETY CIRCLE In order to fully develop the capabilities of the employees in identification of hazardous
processes and improving safety and health, safety circles would be constituted in each area of
work. The circle would consist of 2-3 employees from that area. The circle normally will meet for
about an hour every week.
SAFETY TRAINING
A full-fledged training center will be set up at the plant. Safety training will be provided by the
ENVIRONMENT MANAGEMENT PLAN MINOR MINERAL STONE QUARRY PROJECT - M/s New Bharat Stone Crusher & Hollow Bricks
Industries 27
ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.
Safety Officers with the assistance of faculty members called from Professional Safety
Institutions and Universities. In addition to regular employees, limited contractor labors will also
be provided safety training. To create safety awareness safety films will be shown to workers
and leaflets will be distributed. Some precautions and remedial measures proposed to be
adopted to prevent fires are:-
Spread of fire in horizontal direction would be checked by providing fire stops;
Reliable and dependable type of fire detection system with proper zoning and interlocks
for alarms are effective protection methods;
Housekeeping of high standard helps in eliminating the causes of fire and regular fire
watching system strengthens fire prevention and fire fighting; and
Proper fire watching by all concerned would be ensured.
HEALTH AND SAFETY MONITORING PLAN The health of all employees will be monitored once in a year for early detection of any ailment
due to exposure of dust, heat and noise. The format of the Report of Medical Examination under
Rule 29B is attached at Annexure No. D.
ENVIRONMENT MONITORING PROGRAMME A centralized environmental monitoring cell will be established for monitoring of important and
crucial environmental parameters which are of immense importance to assess the status of
environment during mine operations.
The following routine monitoring programme as detailed below shall be implemented at site.
Besides to this monitoring, the compliances to all environmental clearance conditions and
consents / approvals from KSPCB / MoEF&CC / SEIAA will be monitored and reported
periodically.
Sr. No.
Potential Impact
Action to be Followed Parameters for Monitoring
Frequency of Monitoring
1. Air Emissions Ambient air quality within the
premises of the proposed unit
and nearby habitations to be
monitored.
PM10, PM2.5, SO2,
NOx and CO.
Once in a year
Exhaust from vehicles to be
minimized by use of fuel
efficient vehicles and well
Vehicle logs to be
maintained
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ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.
Sr. No.
Potential Impact
Action to be Followed Parameters for Monitoring
Frequency of Monitoring
maintained vehicles having
PUC certificate.
Vehicle trips to be minimized
to the extent possible
Vehicle logs Daily records
2. Noise Noise generated from various
mining operation like drilling /
blasting/ vehicular to be
optimized and monitored
Spot Noise Level
recording;
Leq(day),
Leq(Night)
Once in a year
Generation of vehicular noise Maintain records
of vehicles
Periodic during
operation phase
3. Wastewater
Discharge
No untreated discharge to be
made to surface water,
groundwater or soil.
No discharge
hoses in vicinity of
watercourses.
Periodic during
operation phase
4. Drainage and
effluent
Management
Ensure drainage system and
specific design measures are
working effectively.
Design to incorporate existing
drainage pattern and avoid
disturbing the same.
Visual inspection
of drainage and
records thereof
Periodic during
operation phase
5. Water Quality
and Water
Levels
Monitoring used water quality
& groundwater quality and
levels
Comprehensive
monitoring as per
IS:10500 & ground
water level bgl
Periodic during
operation phase
6. Energy Usage Energy usage for air-
conditioning and other
activities to be minimized
Conduct annual energy audit
for the buildings
Energy audit
report
Annual audits
and periodic
checks during
operational
phase
7. Emergency
preparedness,
such as fire
fighting
Fire protection and safety
measures to take care of fire
hazards, to be assessed and
steps taken for their
Mock drill records,
on site emergency
plan, evacuation
plan
Periodic during
operation phase
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Industries 29
ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.
Sr. No.
Potential Impact
Action to be Followed Parameters for Monitoring
Frequency of Monitoring
prevention.
8. Maintenance
of flora and
fauna
Vegetation, greenbelt / green
cover development
No. of plants,
species
Periodic during
operation phase
9. Waste
Management
Implement waste
management plan that
identifies & characterizes
every waste arising
associated with proposed
activities which identifies the
procedures for collection,
handling & disposal of waste
arising.
Records of solid
waste generation,
treatment and
disposal
Periodic during
operation phase
10. Soil quality Maintenance of good soil
quality
Physio-chemical
parameters and
metals.
Periodical
monitoring
11. Health Employees and migrant
labour health check ups
All relevant
parameters
including HIV
Regular check
ups
Expenditure Proposed for Environmental protection activities:- It is proposed to invest an amount of Rs. 13.0 Lacs per annum towards environmental action
plan and the details of the same are given below:-
S. No. Description of item Recurring cost (in lac)
1 Air Pollution Control - Water sprinkling 3.0
2 Water Pollution Control 2.0
3 Environmental Monitoring and Management 6.0
4 Green belt Development 2.0
Total 13.0
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CONCLUSION
It is predicted that socio-economic impact due to this project will positively increase the
chance of more employment opportunities for local inhabitants. There are no
Resettlement and Rehabilitation issues involved in this project. The project infrastructures
will be of use to people of the area. The revenue of the State Govt. will be definitely
increase due to the proposed activity. The entire project area is devoid of any endemic /
endangered flora and fauna. It is proposed to reclaim the land and develop green cover for eco-restoration with native species to a maximum possible extent. Additionally, an area is earmarked outside the proposed mining area for compensatory mass plantation. Also, a large storm water pond / tank is proposed outside the mining area for storage of rain water and for its subsequent use so as to conserve fresh water consumption. Thus the proposed project is not likely to affect
the environment or adjacent ecosystem adversely.
LIST OF ANNEXURES ATTACHED WITH THE REPORT
Sr. No. Particulars Annexure Nos. 1. Ambient air monitoring report Annexure No. A
2. Water test report Annexure No. B
3. Ambient noise level monitoring report Annexure No. C
4. Biodiversity assessment report Annexure No. D
5. Environmental Plan (500 m. radius map) Annexure No. E
6. Storm Water Surface Runoff & Drainage plan Annexure No. F
7. Conceptual (Post Mine Closure) Plan Annexure No. G
8. Format of Medical Certificate under Rule 29 (B) Annexure No. H
Annexure No. AAmbient Air Quality Report
Annexure No. BWater Quality Report
Annexure No. CNoise Level Report
BIO-DIVERSITY ASSESSMENT REPORT
OF
M/s NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES
PROJECT SITE
AT
KANICHAR VILLAGE & PANCHAYAT, IRITTY TALUK,
KANNUR DISTRICT, KERALA
Annexure No. D
FLORAL ASPECTS
FINDINGS – FLORA
The general landuse of the project is rubber plantation, coconut cultivation and mixed natural
vegetation. There are 107 plant species falling under 45 plant families. Angiosperms forms 103
species with 36 species of trees and its saplings, 15 species of shrubs, 28 species of herbs and 24
species of climbers. There are 4 Pteridophytes (ferns) falling under 3 families. The most dominant
plant family is Leguminosae followed by Euphorbiaceae, Compositae and Apocynaceae. The plant
species viz. Terminalia paniculata, Ensete superbum and Naregamia alata are endemic to Peninsular
India. Artocarpus hirsutus and Mussaenda belilla are endemic to Western Ghats. Lagerstroemia
microcarpa, Salacia fruticosa and Mucuna pruriens hirsute are endemic to Southern Western Ghats.
The Site has 107 species of plants. It consists of:
Trees : 32 species
Shrubs : 15 species
Herbs : 28 species
Climbers : 24 species
Tree saplings : 7 species
Ferns : 4 species
List of Trees
Sl. No. Scientific Name Vernacular / English Name Family Habitat Distribution Nos. Status
1. Hevea brasiliensis (Willd. ex Juss.) Muell.-Arg. Rubber Euphorbiaceae Cultivated Native of Tropical
America 1100 Exotic
2. Coccos nucifera L. Thengu / Coconut Arecaceae Cultivated Cultivated throughout
the tropics 59
3. Anacardium occidentale L Kasumavu Anacardiaceae Cultivated
Native of South America; now widely cultivated in Asia and Africa
53 Exotic
4. Terminalia paniculata Roth Maruth Combretaceae
Moist and dry deciduous forests, also in the plains
Peninsular India 35 Endemic to Peninsular India
5. Swietenia macrophylla Mahagony Meliaceae Grown as avenue tree
Native of Central America 30 Exotic
6. Xylia xylocarpa (Roxb.)Taub. Irul Mimosaceae
Moist deciduous forests, also in the plains
Indo-Malesia 26
7. Tectona grandis L. Thekku Verbenaceae
Moist deciduous forests, also raised in plantations
South and South East Asia 11
8. Melicope lunu-ankenda (Gaertn.) Hartley Kaneli Rutaceae
Evergreen, semi-evergreen and moist deciduous forests
Indo-Malesia 10
9. Artocarpus heterophyllus Lam. Plavu Moraceae Evergreen and
semi-evergreen Widely cultivated in the tropics, origin is
7
forests, also widely cultivated
probably South India
10. Strychnos nux-vomica L. Kanjiram Loganiaceae
Moist and dry deciduous forests, also in the plains
Indo-Malesia 7
11. Mangifera indica L. Mavu Anacardiaceae
Evergreen and semi-evergreen forests and also widely cultivated
Indo-Malaysia 7
12. Pterocarpus marsupium Roxb. Karavenga Fabaceae
Plains to Mid Altitude, Dry Deciduous Forests
India and Sri Lanka 6
13. Macaranga peltata (Roxb.) Müll.Arg. Vatta Euphorbiaceae
Moist deciduous and secondary forests, also in the plains
India, Sri Lanka and Andamans 6
14. Bridelia retusa (L.) Spreng.
Mulluvenga Euphorbiaceae Evergreen to Deciduous Forests
Indo-Malaya 4
15. Gliricidia sepium (Jacq.) Walp. Seemakonna Leguminosae
Cultivated in fields and along fences
Native of South America; introduced and widely grown in India
4
16. Aporosa cardiosperma (Gaertn.) Vetti /Ponvetti Euphorbiaceae
Semi-evergreen and evergreen forests, also in the plains
Peninsular India and Sri Lanka 4
17. Phyllanthus emblica L. Nelli Phyllanthaceae Throughout the tropics 3
18. Terminalia bellirica (Gaertn.) Roxb. Thanni Combretaceae 3
19. Alstonia scholaris (L.) R. Br.
Ezhilampala/ Devil Tree Apocynaceae
Moist deciduous forests and sacred groves, also in the plains
South and South East Asia to Australia 2
20. Tamarindus indica L Valampuli Leguminosae Cultivated
Native of Tropical Africa; introduced and widely grown in India and other parts of tropics
2 Exotic
21. Lagerstroemia speciosa (L.) Pers.
Poomaruthu/Manimaruthu Lythraceae
Semi evergreen and Evergreen Forest
Indo-Malesia 2
22. Trema orientalis (L.) Bl. Pottaama Ulmaceae
Dry and moist deciduous forests, also in the plains
Tropical Africa, Asia and Australia
2
23. Lagerstroemia microcarpa Wight Venthekku Lythraceae
Moist deciduous forests, also in the plains
Endemic to the Western Ghats- through out.
1 Endemic to Southern Western Ghats
24. Callicarpa tomentosa (L.) Murr.
Cheruthekku Lamiaceae
Semi-evergreen and moist deciduous forests, also in the plains
Peninsular India and Sri Lanka
1
25.
Holarrhena pubescens (Buch. - Ham) Wall. ex G. Don
Kudagapala Apocynaceae Moist deciduous and dry deciduous forests, also in
Indo-Malesia 1
the plains
26. Wrightia tinctoria R.Br. Dandappala Apocynaceae
Moist and dry deciduous forests, also in the plains
India, Myanmar and Timor 1
27. Syzygium cumini (L.) Skeels Indian Blackberry Myrtaceae
Evergreen forests, also in the plains
Indian subcontinent, south east Asia, Australia.
1
28. Artocarpus hirsutus Lam. Anjili Moraceae
Semi-evergreen and moist deciduous forests, also in the plains
Southern Western Ghats 1 Endemic to
W. Ghats
29. Dalbergia latifolia Roxb. Eeti/Kariveeti Fabaceae
Dry and moist deciduous forests, also in the plains
Indo-Malesia 1
30. Ficus exasperata Vahl. Parakam Moraceae Moist deciduous forests, also in the plains
East Africa, Arabia, India and Sri Lanka 1
31. Caryota urens L. Choonda/ Choondappana Arecaceae
Evergreen forests, also in the plains
Indo-Malaysia 1
32. Haldina cordifolia (Roxb.) Ridsdale Manjakadambu Rubiaceae
Planted in the plains, foothills to 1400m
India, Myanmar, Sri Lanka and Indo-China
1
List of Tree saplings
Sl. No. Scientific Name Vernacular / English Name Family Habitat Distribution Status
1. Xylia xylocarpa (Roxb.)Taub. Irul Mimosaceae Moist deciduous forests,
also in the plains Indo-Malesia
2. Helicteres isora L. East Indian Screw Tree Malvaceae Deciduous forests also in
plantations and plains Indo-Malesia, China and Australia
Trema orientalis (L.) Bl. Pottaama Ulmaceae Dry and moist deciduous
forests, also in the plains Tropical Africa, Asia and Australia
3. Ficus hispida L.f.
Erumanakku/
Parakam/ Thonditherakam
Moraceae Moist deciduous and semi-evergreen forests, also in the plains
Indo-Malesia to Australia
4. Syzygium cumini (L.) Skeels Indian Blackberry Myrtaceae Evergreen forests, also in
the plains
Indian subcontinent, south east Asia, Australia.
5. Caryota urens L. Choonda/ Choondappana Arecaceae Evergreen forests, also in
the plains Indo-Malaysia
6. Tectona grandis L. Thekku Verbenaceae Moist deciduous forests, also raised in plantations
South and South East Asia
7. Terminalia paniculata Roth Maruth Combretaceae Moist and dry deciduous
forests, also in the plains Peninsular India
Endemic to Peninsular India
List of Shrubs
Sl. No. Scientific Name Vernacular /
English Name Family Habitat Distribution Status
1. Lantana camara L. Kongini Verbenaceae Most aggressive weed of disturbed ground from plains to the hills.
Native of tropical America, widely naturalized in tropics and subtropics.
Exotic/ Invasive Species
2. Phyllanthus reticulatus Poir. Nirnelli Phyllanthaceae
Stream banks, lake shores and also in moist deciduous and semi-evergreen forests
Paleotropics
3. Canthium angustifolium Roxb. Kattakara Rubiaceae Moist deciduous, semi-evergreen
and evergreen forests India and Myanmar
4. Leea indica (Burm.f.) Merr. Erattayani Leeaceae
Degraded semi-evergreen and evergreen forests, also in the plains
Indo-Malesia, China and Australia
5. Clerodendrum infortunatum L. Perivelam Verbenaceae Degraded forest areas and also in
the plains Indo-Malesia Exotic
6. Bambusa bambos (L.) Voss.
Mula Poaceae Deciduous forests, also grown in homesteads
India and Sri Lanka
7. Chromolaena odorata (L.) R.M.King & H.Rob.
Communist-pacha Compositae A weed in all terrestrial habitats
Native of America; naturalised in Tropical Asia
Exotic
8. Hibiscus hispidissimus Griff. Matthippuli Malvaceae Dry and moist deciduous forests,
also in the plains Paleotropics
9. Urena lobata L. Uram Malvaceae Moist deciduous forests and in the Pantropical Exotic
plains
10. Sida acuta Burm.f. Malamkurunthotti Malvaceae Dry and moist deciduous forests,
also in the plains Pantropical
11. Sida rhombifolia L. Kurunthotti Malvaceae Wastelands, also in degraded forest areas Pantropical
12. Glycosmis pentaphylla (Retz.) Panal Rutaceae
Semi-evergreen and moist deciduous forests, also in the plains
Indo-Malesia
13. Clerodendrum paniculatum L.
Krishnakireedam,/Hanumankireedam
Lamiaceae Cultivated/Naturalized Native of Malaysian Region
14. Rotheca serrata (L.) Steane & Mabb. Cheru-tekku Lamiaceae Moist deciduous forests, also in the
plains India,Nepal,Myanmar and Srilanka
15. Chassalia curviflora (Wall.) Thwaites
Karutha-amalppori Rubiaceae Degraded forests Indo-Malesia
List of Herbs
Sl. No Scientific Name Vernacular / English Name Family Habitat Distribution Status
1. Synedrella nodiflora (L.) Gaertn.
Mudianpacha Compositae Deciduous forests, also in the plains
Native of West Indies; naturalised in India, China, Malesia and Polynesia
Exotic
2. Pennisetum orientale
Poaceae Cultivated as fodder grass, often Central Asia and North
Rich. found running wild Africa
3. Costus speciosus (J.Koenig) Sm. Malavayambu Costaceae
Moist deciduous and semi-evergreen forests, also in the plains
Indo-Malesia
4. Ensete superbum (Roxb.) Cheesman Kall Vazha Musaceae Moist deciduous and semi-
evergreen forests Peninsular India Endemic to Peninsular India
5. Stachytarpheta jamaicensis (L.) Vahl
Verbenaceae Dry and moist deciduous forests, also in the plains Pantropical
6. Helicteres isora L. Edampiri-Valampiri Sterculiaceae Common on the deciduous
slopes by forest clearing Indo-Malesia, China and Australia
7. Oplismenus compositus (L.) P.Beauv.
Poaceae Degraded deciduous forests and shady places, also in the plains
Pantropical
8. Mimosa pudica L. Thottavadi Leguminosae
Common on moist and ungrazed places. Near riverbanks, bunds of arable lands, fallow lands and water courses.
Native of South America, now pantropical. Exotic
9. Spermacoce latifolia Aubl.
Vellatharavu/ Tharavu/Pachhapalla
Rubiaceae Moist and dry deciduous forests and waste places
Native of Tropical America; now established in Tropical Africa and Asia
Exotic
10. Pteris quadriaurita Retz.
Pteridaceae
Native to subtropical India.
11. Musa paradisiaca L. Vazha Musaceae Cultivated Cultivated throughout the
tropics
12. Achyranthes aspera L. Kadalaadi Amaranthaceae Abundant in plantation of the
hills Tropics.
13. Elephantopus scaber L. Aanachuvadi Compositae Moist deciduous forests, also in
the plains Pantropical
14. Justicia japonicaThunb.
Acanthaceae Grasslands and waste places Indo-Malesia and East Africa
15. Colocasia esculenta (L.) Schott Chembu Araceae Waterlogged ditches and
streamside Pantropical
16. Sebastiania chamaelea
Kodiyavannakku Euphorbiaceae Grasslands and moist
deciduous forests, also in plains Indo-Malesia and Australia
17. Axonopus compressus (Sw.) P.Beauv.
Kaalappullu/ Carpet Grass Poaceae
Dry and moist deciduous forests, waste lands and paddy fields
Tropics and subtropics
18. Phyllanthus urinaria L. Chirukizhukanelli Phyllanthaceae In the plains, also in degraded
deciduous forests
Native of Tropical East Asia; now a Circumtropical weed
Medicinal
19. Naregamia alata Wight & Arn. Nilanaragam Meliaceae Moist deciduous forests, also in
the plains Peninsular India Endemic Peninsular India
20. Vernonia cinerea (L.) Less. Puvankurunal Compositae
Deciduous forests, also in the plains Pantropics Exotic
21. Phyllanthus amarus Schum. & Thonn. Keezharnelli Phyllanthaceae
Degraded moist deciduous, forest plantations and also in plains
Tropics
22. Ageratum conyzoides L. Appa Compositae
Most abundant weed of disturbed ground and fallows, damp places and forest undergrowth.
Pantropical Exotic
23. Cyathula prostrata (L.) Blume Cherukadaladi Amaranthaceae
Moist deciduous and semi-evergreen forests, also in the plains
Pantropical
24. Derris trifoliata Lour. Ponumvalli Leguminosae Along banks of backwaters and mangrove forests Paleotropics
25. Curculigo orchioides Gaertn.
Nilappana/Black musale Hypoxidaceae Moist deciduous forests and
grasslands, also in the plains Indo-Malesha
26. Cymbopogon flexuosus (Nees ex Steudel) J. F. Watson
Inchipullu/
Theruvappul poaceae Deciduous forests and
grasslands, also in the plains India and South East Asia
27. Desmodium gangeticum (L.)DC. Orila Fabaceae
Moist deciduous forest and forest plantations. Also in the plains.
Paleotropics
28. Peperomia pellucida (L.) Kunth.
Mashitandu Chedi Piperaceae Degraded forest areas and
wastelands Native of Tropical America; now Pantropical Exotic
List of Climbers
Sl. No. Scientific Name Common Name Family Habitat Distribution Status
1. Ziziphus oenoplia (L.) Mill. Thodalli Rhamnaceae More common on the lower slopes. Plains from the
Tropical Asia and Australia.
coast to 1200m.
2. Mikania micrantha Kunth Vayara Compositae
Forest plantations and also in the plains in moist localities
Pantropical Invasive species
3. Mussaenda belilla Buch.-Ham. Vellila Rubiaceae Evergreen Forests Western Ghats
Endemic to Western Ghats.
4. Mimosa diplotricha var. diplotricha Aanathottavadi Leguminosae
Weed in degraded forests, also in the plains
Native of Tropical America; a weed in India
Exotic/Invasive species
5. Wattakaka volubilis (L.f.) Stapf. Vattakakkakkoti Aslepiadaceae
Moist deciduous forests and scrub jungles
Indo-Malesia and China
6. Centrosema pubescens Benth. Kattupayar Leguminosae
Forest plantations and Deciduous forests, also in the plains
Native of America; introduced in India
7. Abrus precatorius L. Kunnikuru Leguminosae Deciduous forests, also in the plains Pantropical
8. Vigna unguiculata Achinga payar Fabaceae
Native to:West Africa.Cultivated throughout the tropics.
Exotic
9. Tragia involucrata Choriyanam Euphorbiaceae Wastelands India and Sri Lanka
10. Ichnocarpus frutescens (L.) R.Br. Palvalli Apocynaceae
Moist and dry deciduous forests, also in the plains
Indo-Malesia and Australia
11. Jasminum multiflorum (Burm.f.) Andr. Kudamulla Oleaceae
Moist Deciduous to Evergreen Forests, also Planted
Indo-Malesia& China
12. Pothos scandens L. Paruvakodi Araceae Evergreen forests, waste places and sacred groves
India to Malesia and Madagascar
13. Piper nigrum L. var. nigrum Kurumulaku Piperaceae
Evergreen and semi-evergreen forests, also cultivated
Peninsular India and Sri Lanka, cultivated elsewhere
14. Calycopteris floribunda (Roxb.) Pullani Combretaceae
Moist deciduous forest, also in the plains
Indo-Malesia
15. Hemidesmus indicus (L.) R. Br. ex Schult.
Nannaari /Naruneendi Apocynaceae
Plains from the coast, in scrub jungles and upto 1000m on the slopes.
India and Sri Lanka.
16. Smilax zeylanica L. Valiyakanni/ Arikanni Smilacaceae
Moist deciduous and semi-evergreen forests, also in the plains
Indo-Malesia
17. Cyclea peltata (Lam.) Hook. f. & Thoms. Padathali Menispermaceae
Semi-evergreen and evergreen forests, also in the
India and Sri Lanka
plains
18. Dioscorea bulbifera L. Kaacchil Dioscoreaceae Moist deciduous forests, also in the plains
Paleotropics
19. Pueraria phaseoloides (Roxb.) Benth. Thotta-payar Leguminosae
Along margins of cultivated lands Tropical Asia
20. Hugonia mystax L. Modirakkanni/
Kaarthotti Linaceae
Moist deciduous forests,also in the plains
India and Sri Lanka
21. Salacia fruticosa Wall. Ponkarandi/Eakanayakam Hippocrateaceae
Evergreen and semi-evergreen forests, also in the sacred groves and plains
Western Ghats
Endemic to Southern Western Ghats
22. Cardiospermum halicacabum L. Uzhinja Sapindaceae
Moist deciduous forests, also in scrub jungles
Pantropical
23. Sarcostigma kleinii Wight & Arn. Odal, Icacinaceae
Evergreen and semi-evergreen forests, also in sacred groves
Indo-Malesia
24. Mucuna pruriens hirsuta (Wight & Arn.)Wilmot-Dear
Naykuruna Fabaceae Southern Western Ghats (Kerala Part)
Endemic to Southern Western Ghats
List of Ferns Sl No Scientific Name Common Name Family Habitat Distribution Status
1. Adiantum hispidulum Adiantaceae Disturbed open areas, rocks and other bushes.
Native to tropical America
2. Selaginella inaequalifolia (Hook. & Grev.) Spring Selaginellaceae Semi-evergreen and
evergreen forests. India, Thailand and Myanmar
3. Lygodium flexuosum (L.) Sw.
Climbing Fern Schizaeaceae
Open ground, forming a tangled mass or the very long and wiry fronds twining round surrounding shrubs and trees.
From Sri Lanka and the Himalayas to southern China, Hong Kong, Ryukyu Islands, throughout Southeast Asia to northern Queensland.
4. Selaginella tenera Spring. Sanjeevani Selaginellaceae
Found commonly on the forest floor and at road side rocks.
FAUNAL DIVERSITY
The faunal species recorded here is based on the direct/indirect sightings form the proposed
study site.
Methodology
Birds, Butterflies, Dragon Flies: Line Transect & Point count method
Mammals: Line Transect method, Consultation with local people
Amphibians: Transect and Patch Sampling
Spiders: Searching and Direct Observations
Regarding the conservation status of the fauna, none of the animal species identified from
the site belonged to the threatened categories identified by the International Union for
Conservation of the Nature and Natural Resources (IUCN). Most of them are common and widely
distributed and the range of occurrence extended to wide geographical area. One species of butterfly viz. Southern Birdwing (Troides minos) and one species of amphibian namely Malabar
gliding frog (Rhacophorus malabaricus) reported from the site are endemic to W. Ghats.
The following lists of faunal elements were observed from the site:
Birds : 39 species
Mammals : 13 species
Butterflies : 40 species
Odonates : 13 species
Amphibians : 11 species
Reptiles : 14 species
Spiders : 17 species
Ants : 9 species
List of Mammals (In and around the project site)
Sl. No. Common Name Scientific Name IUCN Status IW(P)A
(Schedule) 1 Bonnet macaque Macaca radiata Least Concern II
2 Jungle Cat Felis chaus Least Concern II
3 Palm civet/Toddy Cat Paradoxurus
hermaphroditus Least Concern II
4 Greater Short-nosed Fruit Bat
Cynopterus sphinx Least Concern V
5 Black-naped Hare Lepus nigricollis Least Concern IV
6 Indian wild Boar Sus scrofa Least Concern V
7 Pig Rat Bandicota indica Least Concern V
8 Indian false vampire Megaderma lyra Least Concern IV
9 Indian Porcupine Hystrix indica Least Concern II
10 Indian Grey
Mongoose Herpestes edwardsii Least Concern III
11 Indian Flying Fox Pteropus giganteus Least Concern V
12 Three striped Palm Squirrel
Funambulus palmarum Least Concern V
13 Common House Rat Rattus rattus Least Concern V
* IW(P)A -The Indian Wildlife (Protection) Act, 1972. List of Reptiles
Sl. No. Scientific Name Common Name IUCN Status
1. Daboia russelii Russell's viper Least Concern
2. Ahaetulla nasutus Green vine snake Least Concern
3. Xenochrophis piscator Checkered Keel-back Least Concern
4. Mabuya macularius Bronze Grass Skink Least Concern
5. Varanus bengalensis Common Indian monitor Least Concern
6. Cnemaspis sp. Day gecko Least Concern
7. Bungarus caeruleus Common Krait Least Concern
8. Lycodon aulicus Wolf Snake Least Concern
9. Dendrelaphis tristis Common Bronzeback Tree Snake Least Concern
10. Eutropis carinata Keeled Indian Mabuya Least Concern
11. Ptyas mucosa Oriental Rat Snake Least Concern
12. Naja naja Indian Cobra Least Concern
13. Calotes versicolor Oriental Garden Lizard Least Concern
14. Hemidactylus mabouia House gecko Least Concern List of Birds
Sl. No. Scientific Name Common Name IUCN Status
1 Clamator jacobinus Pied Crested Cuckoo Least Concern
2 Megalaima viridis White cheeked barbet Least Concern
3 Pavo cristatus Indian Peacock Least Concern
4 Pycnonotus jocosus Red Whiskered Bulbul Least Concern
5 Loriculus vernalis Indian Hanging Parrot Least Concern
6 Corvus splendens House Crow Least Concern
7 Tyto alba Barn Owl Least Concern
8 Oriolus xanthornus Black headed oriole Least Concern
9 Centropus sinensis Greater Coucal Least Concern
10 Pycnonotus cafer Red vented Bulbul Least Concern
11 Dicaeum erythrorhynchos Pale billed Flowerpecker Least Concern
12 Oriolus oriolus Eurasian golden oriole Least Concern
13 Dicrurus macrocercus Black Drongo Least Concern
14 Egretta garzetta Little Egret Least Concern
15 Treron pompadora affinis Pompadour Green Pigeon Least Concern
16 Oriolus xanthornus Black headed oriole Least Concern
17 Chalcophaps indica Emerald Dove Least Concern
18 Dinopium benghalense Black-rumped Flameback Least Concern
19 Streptopelia chinensis Spoted dove Least Concern
20 Bubulcus ibis Cattle Egret Least Concern
21 Merops orientalis Small Green Bee Eater Least Concern
22 Copsychus saularis Oriental magpie robin Least Concern
23 Saxicoloides fulicata Indian Robin Least Concern
24 Nectarinia zeylonica Purple-rumped Sunbird Least Concern
25 Phylloscopus trochiloides Greenish Warbler Least Concern
26 Athene brama Spotted owlet Least Concern
27 Glaucidium radiatum Jungle Owlet Least Concern
28 Columba livia Blue Rock Pigeon Least Concern
29 Pitta brachyura Indian Pitta Least Concern
30 Accipiter badius Shikra Least Concern
31 Psittacula krameri Rose ringed parakeet Least Concern
32 Hierococcyx varius Common Hawk Cuckoo Least Concern
33 Eudynamys scolopacea Asian Koel Least Concern
34 Acridotheres tristis Common Myna Least Concern
35 Dicrurus paradiseus Racket tailed Drongo Least Concern
36 Nectarinia lotenia Loten’s Sunbird Least Concern
37 Dinopium javanense Common Golden-backed Woodpecker Least Concern
38 Turdoides striatus Jungle Babbler Least Concern
39 Dendrocitta vagabunda Indian Treepie Least Concern List of Amphibians
Sl. No. Scientific Name Common Name IUCN Status 1 Polypedates leucomystax Common Tree Frog Least Concern 2 Euphlyctis hexadactylus Green Pond Frog Least Concern
3 Fejervarya limnocharis Cricket Frog Least Concern
4 Hoplobatrachus tigerinus Indian bullfrog Least Concern
5 Polypedates pseudocruciger
False Hour-glass Tree Frog Least Concern
6 Euphlyctis cyanophlyctis Indian skipper frog Least Concern
7 Rhacophorus malabaricus Malabar gliding frog Least Concern
8 Pseudophilautus kani Kani Bush Frog Least Concern
9 Duttaphrynus melanostictus Indian common toad Least Concern
10 Euphlyctis sp. Skipper frog
11 Sphaerotheca sp. Burrowing Frog
List of Odonates
Sl. No. Scientific Name Common Name 1 Pseudagrion microcephalum Blue Grass Dart
2 Rhyothemis vareiegata Common Picture Wing
3 Agriocnemis pygmaea Pygmy Dartlet
4 Pantala flavescens Wandering Glider
5 Acisoma panorpoides Asian Pintail
6 Potamarcha congener Yellow-Tailed Ashy Skimmer
7 Ictinogomphus rapax Common Clubtail
8 Diplacodes trivialis Ground Skimmer
9 Gynacantha dravida Brown Darner
10 Urothemis signata Greater Crimson Glider
11 Orthetrum sabina Green Marsh Hawk
12 Lathrecista asiatica Asiatic Bloodtail
13 Bradinopyga geminata Granite Ghost
List of Butterflies
Sl. No.
Common Name Scientific Name Status
Papilionidae
1 Tailed Jay Graphium agamemnon Linnaeus
2 MALABAR BANDED PEACOCK
Papilio buddha Westwood
3 Red Helen Papilio helenus
4 Southern Birdwing Troides minos Cramer Endemic to W.Ghats
5 Common Jay Graphium doson
6 Common Mormon Papilio polytes Linnaeus
7 Lime Butterfly Papilio demoleus Linnaeus
8 Blue Mormon Papilio polymnestor Cramer
Pieridae
9 Psyche Leptosia nina Fabricius
10 Common Jezebel Delias eucharis Drury
11 Common Emigrant Catopsilia Fabricius
12 Common Wanderer Pareronia valeria
13 Chocolate Albatross Appias Iyncida Cramer
14 Common Grass Yellow Eurema hecabe Linnaeus
15 Great Orange Tip Hebemoia glaucippe Linnaeus
Nymphalidae
16 Common Nawab Po1yura athamas
17 Common Four-ring Ypthima huebneri Kirby
18 Rustic Cupha erymanthis Drury
19 Yellow Pansy Junonia Hierta
20 Common Leopard Phalanta phalantha Drury
21 Blue Tiger Tirumala limniace Cramer
22 Common Lascar Pantoporia hordonia Stoll
23 Common Evening Brown. Melanitis leda Linnaeus
24 Clipper Parthenos sylvia Cramer
25 Common Crow Euploea core Stoll
26 Common Palmfly Elymnias hypermnestra Linnaeus
27 Great Eggfly Hypolimnas bolina Linnaeus
28 Black Rajah Charaxes solon Fabricius
29 Nigger Orsotriaena medus Fabricius
30 Chocolate Pansy Junonia iphita Cramer
31 Common Sailor Neptis hylas Linnaeus
Lycaenidae
32 Lesser Grass Blue Zizina otis
33 Common Pierrot Castalius rosimon Fabricius
34 Yamfly Loxura atymnus
35 Western Centaur
Oakblue
Arhopala pseudocentaurus
Doubleday
36 Common Cerulean Jamides celeno Cramer
37 Common Line-blue Prosotas nora C. Felder
Hesperidae
38 Straight Swift Parnara bada Moore
39 Chestnut Bob Iambrix salsala Moore
40 Pygmy Grass Hopper Aeromachus pygmaeus Fabricius
List of Millipedes and Centipedes
Sl. No. Scientific Name Common Name IUCN Status
1 Anoplodesmus saussurii Least Concern
2 Leptogoniulus sorornus Least Concern
3 Trigoniulus corallinus Rusty millipede Least Concern
4 Scolopendra Sp.
5 Harpaphe sp.
List of Ants
Sl. No. Common Name Scientific Name
1 Red fire Ant Solenopsis geminata
2 Black Crazy Ant Paratrechina longicornis
3 Trapjaw Ant Odontomachus sp.
4 Army Ant Leptogenys sp.
5 Greater Trap-Jaw Ant Ondontomachus haematodus
6 Yellow crazy Ant Anoplolepis gracilipes
7 Golden Backed Ant Camponotus sericeus
8 Weaver Ant Oecophylla smaragdina
9 Miniscule House Ant Tetramorium smithi
List of Spiders
Sl. No. Family Scientific Name
1 Araneidae Gasteracnatha germinate
2 Oxyopidae Oxyopes biramanicus
3 Sparassidae Hetropoda venatoria
4 Tetragnathidae Nephila maculata
5 Clubionidae Clubiona drassodes
6 Salticidae Plexippus petersi
7 Araneidae Cyclosa confraga
8 Araneidae Eriovixia laglaisei
9 Salticidae Hasarius adansoni
10 Araneidae Argiope pulchella
11 Pholcidae Crossopriza lyoni
12 Lycosidae Hippasa agelenoides
13 Thomisidae Oxytate virens
14 Pisauridae Pardosa psedoannulata
15 Salticidae Phintella vittata
16 Hersilidae Hersilia savignyi
17 Theridiidae Theridula angula
PLATE No. 7
500M RAD IUS L INE
500M RADIUS LIN
E
5 00M
RAD
IUS
LI N
E
50
0M
RA
DIU
S L
INE
PROPOSEDCOMPENSATORYMASS PLANTATION /TRANSPLANTATION AREA
BP1
BP2
BP4
BP5
BP6
BP7
BP8
BP9
BP10
BP11BP12
BP13
BP14
BP15
BP16
BP17
BP18
BP19BP20
BP21
BP22
BP23
BP24
BP27
BP28
BP29
BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE1 11°51'15.30"N 75°45'30.99"E 11 11°51'19.28"N 75°45'31.90"E 21 11°51'19.37"N 75°45'27.89"E2 11°51'14.93"N 75°45'32.12"E 12 11°51'19.38"N 75°45'31.98"E 22 11°51'17.74"N 75°45'25.56"E3 11°51'15.61"N 75°45'32.84"E 13 11°51'19.94"N 75°45'32.00"E 23 11°51'16.09"N 75°45'25.63"E4 11°51'15.87"N 75°45'33.26"E 14 11°51'20.35"N 75°45'32.71"E 24 11°51'14.34"N 75°45'25.84"E5 11°51'16.38"N 75°45'34.78"E 15 11°51'20.90"N 75°45'32.49"E 25 11°51'14.50"N 75°45'23.92"E6 11°51'17.57"N 75°45'37.20"E 16 11°51'21.22"N 75°45'32.04"E 26 11°51'11.41"N 75°45'24.89"E7 11°51'19.45"N 75°45'34.55"E 17 11°51'22.11"N 75°45'30.40"E 27 11°51'11.43"N 75°45'26.69"E8 11°51'18.92"N 75°45'33.61"E 18 11°51'21.22"N 75°45'29.85"E 28 11°51'10.38"N 75°45'26.51"E9 11°51'18.03"N 75°45'33.05"E 19 11°51'21.71"N 75°45'29.04"E 29 11°51'9.74"N 75°45'30.60"E
10 11°51'18.58"N 75°45'32.44"E 20 11°51'22.01"N 75°45'28.30"E
Project Name:- M/s New Bharat Stone Crusher & Hollow Bricks Industries
Village :- Kanichar
Taluk :- Iritty
District :- Kannur
State :- Kerala
Plot area :- 6.9818 Ha.
Annexure No. E
WATER POND
BP1
BP2
BP4
BP5
BP6
BP7
BP8
BP9
BP10
BP11BP12
BP13
BP14
BP15
BP16
BP17
BP18
BP19BP20
BP21
BP22
BP23
BP24
BP27
BP28
BP29
A
A'
B
B'
C
C'
D
D'
E
E'
F
F'
L
L'
N 00
E 00 E 100 E 200
N 100
N 200
N 300
E 300
N 400
E 400
RAIN WATER WAY
MUKESH SUROLIYA,M.Sc. Geology,Recognition as Qualified Person (RQP),(RQP No. -RQP/AJM/321/2010/A)Indian Bureau of Mines &Accredited Functional Area Expert (FAE),Hydrology & Ground Water (HG) andGeology (GEO) from National AccreditationBoard for Education and Training (NABET),Quality Council of India (QCI)
INDEX
CONTOUR LINE
SECTION LINE
LEASE BOUNDARYWITH FENCING
GRANITE ROCK
PLATE No. 9
Project Name:- M/s New Bharat Stone Crusher &Hollow Bricks Industries
Village :- Kanichar
Taluk :- Iritty
District :- Kannur
State :- Kerala
Plot area :- 6.9818 Ha.
MINE SAFETYBARRIER LINE
BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE1 11°51'15.30"N 75°45'30.99"E 11 11°51'19.28"N 75°45'31.90"E 21 11°51'19.37"N 75°45'27.89"E2 11°51'14.93"N 75°45'32.12"E 12 11°51'19.38"N 75°45'31.98"E 22 11°51'17.74"N 75°45'25.56"E3 11°51'15.61"N 75°45'32.84"E 13 11°51'19.94"N 75°45'32.00"E 23 11°51'16.09"N 75°45'25.63"E4 11°51'15.87"N 75°45'33.26"E 14 11°51'20.35"N 75°45'32.71"E 24 11°51'14.34"N 75°45'25.84"E5 11°51'16.38"N 75°45'34.78"E 15 11°51'20.90"N 75°45'32.49"E 25 11°51'14.50"N 75°45'23.92"E6 11°51'17.57"N 75°45'37.20"E 16 11°51'21.22"N 75°45'32.04"E 26 11°51'11.41"N 75°45'24.89"E7 11°51'19.45"N 75°45'34.55"E 17 11°51'22.11"N 75°45'30.40"E 27 11°51'11.43"N 75°45'26.69"E8 11°51'18.92"N 75°45'33.61"E 18 11°51'21.22"N 75°45'29.85"E 28 11°51'10.38"N 75°45'26.51"E9 11°51'18.03"N 75°45'33.05"E 19 11°51'21.71"N 75°45'29.04"E 29 11°51'9.74"N 75°45'30.60"E10 11°51'18.58"N 75°45'32.44"E 20 11°51'22.01"N 75°45'28.30"E
BOUNDARY PILLARBP
OVERALLPROPERTY SITE
Annexure No. F
WATER POND
BP1
BP2
BP4
BP5
BP6
BP7
BP8
BP9
BP10
BP11BP12
BP13
BP14
BP15
BP16
BP17
BP18
BP19BP20
BP21
BP22
BP23
BP24
BP27
BP28
BP29
A
A'
B
B'
C
C'
D
D'
E
E'
F
F'
L
L'
L
320
310
300
290
280
270
L'260
330
340
350
A
320
310
300
290
280
270
A'260
330
340
350
B
320
310
300
290
280
270
B'260
330
340
350
C
320
310
300
290
280
270
C'260
330
340
350
D
320
310
300
290
280
270
D'260
330
340
350
E
320
310
300
290
280
270
E'260
330
340
350
F
320
310
300
290
280
270
F'260
330
340
350
N 00
E 00 E 100 E 200
N 100
N 200
N 300
E 300
N 400
E 400
PLANTATION
RAIN WATER WAY
MUKESH SUROLIYA,M.Sc. Geology,Recognition as Qualified Person (RQP),(RQP No. -RQP/AJM/321/2010/A)Indian Bureau of Mines &Accredited Functional Area Expert (FAE),Hydrology & Ground Water (HG) andGeology (GEO) from National AccreditationBoard for Education and Training (NABET),Quality Council of India (QCI)
MUKESH SUROLIYA,M.Sc. Geology,Recognition as Qualified Person (RQP),(RQP No. -RQP/AJM/321/2010/A)Indian Bureau of Mines &Accredited Functional Area Expert (FAE),Hydrology & Ground Water (HG) andGeology (GEO) from National AccreditationBoard for Education and Training (NABET),Quality Council of India (QCI)
INDEX
CONTOUR LINE
SECTION LINE
LEASE BOUNDARYWITH FENCING
GRANITE ROCK
PLATE No. 8
Project Name:- M/s New Bharat Stone Crusher &Hollow Bricks Industries
Village :- Kanichar
Taluk :- Iritty
District :- Kannur
State :- Kerala
Plot area :- 6.9818 Ha.
MINE SAFETYBARRIER LINE
BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE1 11°51'15.30"N 75°45'30.99"E 11 11°51'19.28"N 75°45'31.90"E 21 11°51'19.37"N 75°45'27.89"E2 11°51'14.93"N 75°45'32.12"E 12 11°51'19.38"N 75°45'31.98"E 22 11°51'17.74"N 75°45'25.56"E3 11°51'15.61"N 75°45'32.84"E 13 11°51'19.94"N 75°45'32.00"E 23 11°51'16.09"N 75°45'25.63"E4 11°51'15.87"N 75°45'33.26"E 14 11°51'20.35"N 75°45'32.71"E 24 11°51'14.34"N 75°45'25.84"E5 11°51'16.38"N 75°45'34.78"E 15 11°51'20.90"N 75°45'32.49"E 25 11°51'14.50"N 75°45'23.92"E6 11°51'17.57"N 75°45'37.20"E 16 11°51'21.22"N 75°45'32.04"E 26 11°51'11.41"N 75°45'24.89"E7 11°51'19.45"N 75°45'34.55"E 17 11°51'22.11"N 75°45'30.40"E 27 11°51'11.43"N 75°45'26.69"E8 11°51'18.92"N 75°45'33.61"E 18 11°51'21.22"N 75°45'29.85"E 28 11°51'10.38"N 75°45'26.51"E9 11°51'18.03"N 75°45'33.05"E 19 11°51'21.71"N 75°45'29.04"E 29 11°51'9.74"N 75°45'30.60"E10 11°51'18.58"N 75°45'32.44"E 20 11°51'22.01"N 75°45'28.30"E
BOUNDARY PILLARBP
Annexure No. G
Form – O
[(See Rule 29 F (2) & 29 L )]
Report of Medical Examination under rule 29 B
( to be issued in triplicate )
Certificate No. ___________________________
Certified that Shri/Smt. ______________________________________________________ employed as _____________________________ in M/s New Bharat Stone Crusher & Hollow Bricks Industries Mine, form B. No. ___________________________________ has been Examined for an initial / periodical Medical Examination, He / She appears to be _________________________________ Years of age. The findings of the examining authority are given in the attached sheet, it is considered that Shri / Smt. ______________________________________
a) Is medically fit for any employment in mines.
b) Is suffering from ______________________________ and is medically unfit for.
i. Any employment in mine or
ii. any employment below ground or
iii. any employment or work _____________________________________________
c) Is suffering from _______________________________________________ and should get this disability cure / controlled and should be again examined within a period of
_____________________________________________________________________ months
He / She will appear for Re-examination with the result of test of ___________________ and the opinion of
______________________________________________________ specialist from __________________________________________ he / she may be permitted / not permitted to carry on this duties during the period.
Signature of the Examining authority
Name & Designation in block letter
Place : _______________________
Date : ________________________
Annexure No. H
Report of the examining authority (To be filled in for every medical examination whether initial or periodical or Re-Examination of after cure / control of
debility )
Annexure to certificate No. __________________________ as a Result of medical examination on ___________
Identification mark __________________________ Left thumb impression of the candidate
1. General Development Good / Fair / Poor
2. Height _____________________ Cms 3. Weight ____________________ Kgs
4. Eyes:
(i) Visual acuity distance vision (With or without glasses.)
Right Eye ________________________ Left Eye ______________________________
(ii) Any organic disease of eyes
(iii) Night blindness _______________________ (iv) Colour blindness __________________
(iv) Squint (*to be tested in special case )
5. Ears:
(i) Hearing right ear _____________ Left ear _______________ (ii) Any organic disease.
6. Respiratory system:
Chest measurement
(i) After full Inspiration _________Cms. (ii) After Full expiration __________ Cms.
7. Circulatory system:
Blood Pressure ________________________ Pulse ____________________________
8. Abdomen: Tenderness Liver Spleen Tumor
9. Nervous System: History of fits or epilepsy Paralysis Mental health
10. Locomotor system 11. Skin 12. Hernia 13. Hydrocela 14. Any other abnormality 15. Urine
Reaction Albumin Sugar
16. Ski gram of chest: 17. Any other chest considered necessary by the examining authority. 18. Any opinion of specialist considered necessary. Place ____________ Date ____________ Signature of the examining authority
Name & Designation in block letter
List of Figures
Figure 1: Geology and mineral resources of Kannur.
Figure 2: Geomorphology of Kannur.
Figure 3: Landuse of Kannur.
Figure 4: Geohydrology of Kannur.
Figure 5: Geotechnical and natural hazards map of Kannur.
List of Tables
Table1: Details of revenue collection for the period 2013- - -
Table 2a: Details of Quarrying Permits granted for Granite building stone in Kannur
district
Table 2b: Details of Quarrying Permits granted for Laterite building stone in Kannur
district
Kannur (Cannanore) district is one of the northern maritime districts of Kerala. It covers
an area of 2966 sq km bounded by the North latitudes 110 0
longitudes 740 0
Kozhikode district in the south, Coorg district of Karnataka and Wayanad district in the east and the Lakshadweep Sea in the west. The Census data for the year 2011 reveals that the district has total population of 2525637 persons with 1184012 males and
Kannur district has an area of 2997 sq. kms. It is bounded by Lakshadweep sea to the
west and Karnataka state to the east. To the north of it lies Kasargod district, while to
the south is Kozhikode district and also Mahe which comes under the Pondicherry
administration. The terrain is rugged and slopes west from Western Ghats to the coast.
Kannur district is divided into 3 taluks (Taliparambu, Kannur and Thalassery), 5
municipalities (Payyanur, Taliparambu, Kannur, Azhikode and Koothuparambu), 9
blocks (Payyanur, Kannur, Thalasserry, Taliparambu, Edakkad, Irikkur, Iritty, Peravur
and Koothuparambu), 81 panchayats and 129 villages.
Kannur district is mainly drained by the Valapattanam and Anjarakandy rivers. The
other rivers are Kuppam, Mahe, Thalasserry etc. Dendritic is the common drainage
pattern. The Valapattanam river, which is the longest in the district originates from
Brahmagiri Reserve forest in Coorg district of Karnataka. The drainage area of the river
in Kerala is 1321 sq.km. The Anjarakandy river originates from the Kannoth Reserve
forest. The drainage area of the river is 412 sq.km.
Kannur district has 23,312 ha. area under irrigation, which accounts about 8.01% of the
gross irrigated area of the state. Kannur district is provided with one major irrigation
project along with some minor irrigation projects. The major irrigation scheme of the
district is Pazhassi project. The command area fixed for Pazhassi project was 11525 ha
of land. However only 8125 ha of land has been benefited through this project as on
date. Ground water is also used for irrigation purposes. In addition to this, there are
private tanks to facilitate the irrigation sector.
Kannur district receives a total annual rainfall of around 3438 mm. District experiences
heavy rainfall during the South West monsoon season followed by North East monsoon.
South West monsoon during June to September contributes 70 % of
the total rainfall of the year. The northeast monsoon contributes only about 30%. The
year to year variability of annual rainfall is around 28.2%. In general, the rainfall
increases from the coast to the eastern hilly regions. Kannur district falls under wet type
Apart from the rainfall, the meteorological parameters play an important role in
groundwater balance estimation and other types of relevant studies.
The temperature is more during the months of April to May and is less during December and January. The average mean monthly maximum temperature ranges from 28.4 to
36.90C and minimum temperature ranges from 19.7 to 23.90C.
Relative humidity is more during south west monsoon season (ie June to September).
It is more during morning hours and is less during evening hours. Humidity ranges from
77 to 88 % in the district.
Evaporation is more during summer months of March to May and low during the
months of June to November. The mean evaporation ranges from 2.6 to 5.7 mm/day.
Generally good sunshine hours are recorded in the month of November to May. January
to March records the maximum sunshine hours of more than 9.1 hours/day. The months
of June to August records the minimum sunshine due to cloudy sky.
Wind speed ranges from 2.1 to 3.3 km per hour with mean speed of 2.6 km/hr. The
wind speed is high during the period from March to June and low during the period
from September to December.
The monthly PET ranges from 124.5 to 170.6 mm. PET values are lower than the
monthly rainfall during the months of May to October indicating water surplus for
possible recharge into groundwater regime during these months.
The district can be broadly divided into seven geological belts trending NW-SE viz., (i) northern belt of Charnockite group extending further north and east to the adjacent districts, (ii) north central belt of Wayanad schist complex, (iii) Central belt of Peninsular Gneissic Complex extending to the southeast, (iv) south central belt of Vengad Group, equivalent to Dharwars, (v) southernmost belt of Migmatite Complex which extends further south to the adjacent district, (vi) Sedimentary (Warkalli Beds) in the western part near the coast and (vii) Quaternary sediments along the coast. The lithology of Kannur district is grouped under Precambrian, late Tertiary and Quaternary periods and the Precambrian rocks dominate over the other two. Charnockite Group, includes pyroxene granulite, charnockite (hypersthene granulite) and hornblende-diopside granulite. While hornblende granite and charnockite occupy large areas, pyroxene granulite occurs as linear bodies in the southeast. Hornblende-biotite gneiss constitutes the litho unit of Migmatite Complex. It has a large areal extent along the coast, south of Kannur. Towards east and southeast, discrete metasedimentary and ultramafic sequences which have been designaed as Wayanad Schist Complex and are considered equivalent of Sargur Group of Karnataka. They occur as isolated bands within charnockite and gneiss. Their contacts are generally discordant due to later folding, metamorphism and migmatisation. The group comprises quartzite, magnetite quartzite, garnet-kyanite-sillimanite gneiss, quart-mica-kyanite schist, quartz-sericite schist, amphibolite, kyanite-sillimanite-sericite quartzite, metaultramafites. Garnet-kyanite-sillimanite gneiss/schist is widespread in the east, whereas the other members of Wayanad Complex occur as linear bands, lensoidal bodies and vestiges to the West Peninsular Gneisic Complex, represented by hornblende-biotite gneiss comprise of a complex suite of gneisses and granites, representing the anatectic phase of migmatisation of schist complex. East of Kannur extending upto Tellichery in the south, a large body of quartz-mica schist is separated from the other schistose rocks by a conglomerate horizon extending over 8km. This lithounit known as Vengad Formation, characterised by lack of migmatisation, presence of primary structres and absence of high grade minerals, is correlatable with rocks of Dharwar Super Group. Large bodies of anortjosite, gabbro, granite and granophyre from the post Vengad basic and acid intrusives. Dolerite dykes trending NW-SE represent the younger basic intrusives. Late Tertiary sedimentary rocks (Warkalli beds) occur as isolated patches along the coast near Kannur, Pazhayangadi and east of Payyannur. They comprise variegated clays and friable sandstone. At Kannur and Pazhayangadi, carbonaceous clay with thin seams of lignite is reported towards bottom of the sedimentary sequence. The Tertiaries as well as the basement rocks are extensively lateritised. The pebble bed, reported near Valapatnam along the bank of Valapatanam river, is considered to be of Quaternary age. Quaternary alluvial deposit occur along the coast and in the valleys. They constitute palaeo-marine deposit (Guruvayur Formation), fluvial deposit (Periyar Formation) of Valapatnam and Dharmadom rivers, fluvio-marine deposits (Viyyam Formation) and
beach deposits (Kadappuram Formation) (Figure 1). The geology of the district given
better understanding of geological succession and stratigraphic sequence.
Figu
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Based on physiography, the district can be divided into three distinct geomorphologic
units viz i) the coastal plains and lowlands in the western part, (ii) the central
undulatory terrain comprising the midland region and (iii) eastern highland region.
The coastal plains occurs as a narrow belt of alluvial depositional landforms running
parallel to the coast with a maximum width of about 15 km. It comprises narrow
beaches interrupted by cliffs, promontories and rocky beaches. Estuaries, lagoons,
tidal flats, fllodplain and palaeo-beach ridges are the other landforms of the area. The
region has a maximum height of 7m in the east. The midland region, a relatively wide
zone repreents denudational landforms exhibiting laterite capped flats, mesasm ridges,
spurs, laterite interfluves and narrow alleviated valleys. Midland region forms a
plateau land at certain places covered by a thick cover of laterite. Elevation of this
region displays remnants of planation surfaces as well. Two former planation surfaces
with fairly extensive remnants are characterised by laterite cappings. Vestiges of still
older surfaces are identifiable at higher altitudes. The hilly region in the east is a
structural cum denudational landform, Here the elevation is generally above 500m.
Hills have very steep slopes. Landforms of intrusive origin are also noticed
nearPeralimala and Ezhimala. The hilly tract in the eastern part consists of highly
rugged terrains. The Ezhimala peak with the characteristic N-S alignment is a distinct
physiographic unit in the coastal plains. Minor cliffs of laterite generally rising to an
elevation of 50 to 60 m above mean sea level are found at Mahe, Thalasserry and
Bekal coast. The midland region presents a plateau land covered by a thick cover of
laterite. This is immediately to the east of the coastal strip, rising from 40 to 100 m
above msl. The valleys in the plateau are gorge like and V shaped cut by youthful
streams. The hilly tract along the eastern part of the district constitutes the highland
region and is highly rugged. Development of bad land topography along the margins
of the valley is a common feature observed in the district (Figure 2).
There are mainly four types of soil observed in the district. (1) Lateritic soil
(2) Brown hydromorphic soil (3) Coastal and river alluvium (4) Forest Loamy soil (5) Lateritic soil The predominant soil in the district is lateritic soil, which is the
weathered product derived under humid tropical conditions. It occurs mainly in the
midland and hilly areas characterized by rugged topography. They range from sandy
loam to red loam. (6) Brown hydromorphic soil These are confined to the valleys between
undulating topography in the midlands and in the low lying areas of the coastal strip
in the district. These soils are brown in colour and the surface texture varies from
sandy loam to clay. They have been formed as a result of transportation and deposition
of materials from adjoining hill slopes and also through deposition by rivers. (3) Coastal and river alluvium The coastal alluvium is seen in the western coastal
tract of the district. The coastal plain is characterized by secondary soils, which are
sandy and sterile with poor water holding capacity. The width of the zone is more in
the central part i.e., in the Kannur area and it is almost narrow in both north and
southern areas of the district. The marshy soil in the coastal plain supports mangrove
vegetation and is found at the estuaries and backwater extending inland along their
courses. The soil is composed of recent deposits predominantly marine with some
fluvial sediments along the coastline. These soils are immature with high sand content.
River alluvium is found along river valleys cutting across the extensive lateritic soils.
The soil is very deep with surface texture ranging from sandy loam to clay. It is fertile,
having water holding capacity and plant nutrients which are regularly replenished
during floods. (7) Forest Loamy soil These soils are found in the eastern hilly areas of the district
and are characterised by a surface layer rich in organic matter. They are generally
acidic and are dark reddish brown to black in colour with loam to silty loam texture
(Figure 5).
On the basis of landuse the district is dividedinto three units arable, forest land and waste land. Major part of the district is arable land which includes irrigated and
unirrigated land. Forest is mostly in the east, within which some areas are developed as rubber and cashew plantations. Extensive waste land formed of hard laterite, unsuitable for cultivation lies in the midland region. Most of the area is covered by lateritic soil. Forest loam soil occurs in the east and the alluvial soil is along the coast (Figure 3). The area under forest in given in the forest map given below.
The area lies in the high rainfall area of the western coast. The district is divisible into four geohydrological provinces from coast to the east based on the yield of groundwater. The coastal alluvium in the west has fairly good yield with depth to water table from 0.5 to 3m. In the laterite capped midland region, open dug wells are suitable where depth to groundwater is between 5 and 20m. Further east, the area is covered by weathered rock and lateritic soil. Here the valleys and lowlands have good yield of water from dug wells while in other areas bore wells are suitable. In the hills further east, fracture planes are potential zones of groundwater and can sustain bore wells. Groundwater occurs under phreatic conditions in weathered mantle of the crystalline
rocks, laterites and unconsolidated coastal sediments. It occurs under semi confined to
confined conditions in the deep-seated fractured aquifers of the crystalline rocks and
Tertiary sediments (Figure 4).
Kannur district is underlain by charnockites, pyroxene granulites, garnetiferous
gneisses, hornblende biotite gneisses and schistose rocks overlain by Tertiaries and
coastal alluvium along the coast ranging in age from Archaean to Recent. These rocks
have undergone weathering and lateritisation. The hydrogeological units encountered
in the district are (i) consolidated formations (weathered and fractured crystallines) (ii)
Semi consolidated sediments equivalent to Warkalies of Southern Kerala and Laterite
formations and (iii) unconsolidated formations (Recent alluvium occurring along the
coast).
Figure 2: Geomorphology Kannur District (Source: District Resource map, Kannur district, Geological Survey of India)
Figure 3: Land use of Kannur. (Source: District Resource map, Kannur district, Geological Survey of India)
Figure 4: Geohydrology of Kannur. (Source: District Resource map, Kannur district, Geological Survey of India)
Figure 5: Soil types of Kannur. (Source: District Resource map, Kannur district, Geological Survey of India)
Figure 6: Geotechnical characteristics and natural hazards map of Kannur. (Source: District Resource map, Kannur
district, Geological Survey of India)
Several places along the coast are prone to beach erosion. The district falls under seismic zone III of ISI Classification (Figure 6).
China clay, bauxite, limeshell, lignite and laterite are the major economic minerals of the district. The district has large resources of good quality china clay used for a variety of industries. Good deposits are seen at Pazhayangadi and Kannapuram. Apart from china clay, district has resource of ball clay, fire clay and tile clay. Low-grade bauxite is associated with laterite. Bauxite occurs at Madayi, Pattuvamkunnu and east of Payyannur. The sedimentary sequences of madayi has thin seams of lignite with a cumulative thickness of 5m. Lignite is also reported from Kannur, Meenkunnu and Azhikod. Talc and steatite bands are reported from Thalassery and Kuthuparamba.
Ordinary earth is the common name used for the soils. Soil is made up of three main
components minerals that come from rocks below or nearby, organic matter which is the
remains of plants and animals that use the soil, and the living organisms that reside in the
soil. The proportion of each of these is important in determining the type of soil that is
present. But other factors such as climate, vegetation, time, the surrounding terrain, and even
human activities (eg. farming, grazing, gardening, landscaping, etc.), are also important in
influencing how soil is formed and the types of soil that occur in a particular landscape. The
formation of soils can be seen as a combination of the products of weathering, structural
development of the soil, differentiation of that structure into horizons or layers, and lastly,
of its movement or translocation. In fact, there are many ways in which soil may be
transported away from the location where it was first formed. Soils represent one of the most
complex and dynamic natural systems and are one of the three major natural resources, other
than air and water. Knowledge of their chemical, physical and biological properties is a
prerequisite both for sustaining the productivity of the land, e.g. agriculture, and for
conservation purposes. Soil is an integral part of a terrestrial ecosystem and fulfills numerous
functions including the capacity to generate biomass and the filtering or buffering activities
between the atmosphere and the groundwater in the biosphere. Soils have many important
functions. Perhaps the best appreciated is the function to support the growth of agricultural
and horticultural crops. Soil is the mainstay of agriculture and horticulture, forming as it
does the medium in which growth and ultimately the yield of food producing crops occurs.
Farmers and gardeners have worked with their soils over many centuries to produce
increasing amounts of food to keep pace with the needs of a burgeoning world population.
The soil's natural cycles go a long way in ensuring that the soil can provide an adequate
physical, chemical and biological medium for crop growth. As well as being essential to
agriculture, horticulture, forestry and natural and semi-natural systems, soil also plays an
important role for our fauna. The soil itself contains millions of organisms, the exact nature
and role of which we are still trying to determine. Undoubtedly, the soil flora and fauna play
a vital role in cycles which are fundamental to the ability of the soil to support natural and
semi-natural vegetation without additions of fertilizer and other support mechanisms. They
breakdown plant debris, take in components from the atmosphere; aerate the soil together
with many other functions that make the soil such an important medium.
Classification of soils (ordinary earth) commonly found in the district
The topo-lithosequence along with variation in rainfall, temperature and alternate wet and
dry conditions particularly from the western coast to high ranges in the east and swift flowing
rivers lead to the development of different types of natural vegetation and soil. The soils can
be broadly grouped into coastal alluvium, mixed alluvium, acid saline, kari, laterite, red, hill,
black cotton and forest soils. Soil map given below may be referred to find out its
occurrences.
Coastal Alluvium
These soils of marine origin are identified along the coastal plains and basin lands as a
narrow strip. The elevation of the coastal area is generally below 5m MSL. The area has high
water table and in some areas it reaches above the surface during rainy season. The soils of
the coastal plains are very deep with sandy texture. The texture generally ranges from sand
to loamy sand with greyish brown to reddish brown and yellowish red colour. Sand content
ranges from 80% and clay up to 15%. Even though these soils have high water table, the
water holding capacity is poor due to the predominance of sand. Coconut is the major crop
in the area. Cashew and other fruit trees are also grown.
Mixed Alluvium
These soils are developed from fluvial sediments of marine, lacustrine and riverine
sediments or its combinations. They occur below 20m MSL in the lowland plains, basins,
valleys and along the banks of major rivers. The mixed alluvium is mainly noticed close to
coastal alluvium, Kuttanad and adjacent area and kole lands of Thrissur district. The soils
are frequently flooded and submerged. The soils of depressions and broad valleys are subject
to occasional flooding and stagnation. The ground water table of these soils is generally high
and it reaches above the surface during rainy season. A wide variation in texture is noticed
in these soils. Sandy clay loam to clay is the predominant texture. Sandy loam soils are also
met with. Light grey to very dark brown is the common colour of the soil. Paddy, other
annuals and seasonal crops like banana, tapioca and vegetables are grown here.
Acid Saline Soil
Acid saline soils are present throughout the coastal area in patches with very little extent.
Major area of this soil is identified in the coastal tract of Ernakulam, Thrissur and Kannur
districts. The area under these soils comprise of low-lying marshes, waterlogged and ill
drained areas near the rivers and streams, which are subject to tidal waves. Sea and
backwater tides make these soils saline. During monsoon season, when rainwater and fresh
water from rivers enter the fields, salinity is partially washed off. The area under these soils
occur mostly on plains at or below sea level. A wide variation in texture from sandy loam to
clay is noticed with dark grey to black colour. Paddy is the only crop that can be cultivated.
Laterite soil
Laterite and laterite soil are the weathering products of rock in which several course of
weathering and mineral transformations take place. This involves removal of bases and
substantial loss of combined silica of primary minerals. In laterite and laterite soils, over
acidic rocks, induration and zonation are more pronounced. This induration is greater if the
iron content is higher. These soils mainly occur in the midlands and part of lowlands at an
elevation of 10 to 100m above MSL as a strip between the coastal belt and hilly midupland.
The area comprises of mounds and low hills with gentle to steep slopes. Laterite soils are
generally suitable for most of the dryland crops. It is mainly cultivated with coconut,
arecanut, banana, tapioca, vegetables, yams, pepper, pineapple, fruit trees etc. The
percentage of gravel content in the soil and reduced soil depth limits the choice of crops. In
laterite outcropped area with shallow soils, only cashew can be grown with vegetables.
Hill Soil
The hill soils mostly occur above an elevation of 80m MSL. The area is hilly and has highly
dissected denudational hills, elongated ridges, rocky cliffs and narrow valleys. The general
slope range is above 10%. The texture of these soils generally range from loam to clay loam
with average gravel content of 10 to 50%. In addition, stones and boulders are noticed in the
subsoil. These soils have reddish brown to yellowish red/strong brown colour. Generally,
increase in clay content is noticed down the profile. The depth of the soil varies considerably
from 60 to 200 cm depending on the lie of the land, erodibility of soil and past erosion. These
soils are mostly friable and subject to heavy soil erosion. The area is suitable for all dryland
crops like rubber, coconut, arecanut and fruit trees based on the topography. Crops such as
banana, pepper, pineapple, vegetables can be grown in foot slopes.
Forest Soil
These soils are developed from crystalline rocks of archaean age under forest cover. They
occur along the eastern part of the State, generally above an elevation of 300m above MSL.
The area is hilly and mountainous with steep slopes, escarpments, elongated rocky summits
erosion and vegetative cover. The soils are generally immature due to slow weathering
process. Rock outcrops and stones are noticed on the surface. Gneissic boulders under
different stages of weathering are noticed in the subsoil. The texture of the soil ranges from
sandy clay loam to clay with reddish brown to very dark brown colour. Forest trees, shrubs
and grasses are grown here.
Mining of ordinary earth
Usually ordinary earth is mined for leveling of ground for construction of buildings. Since
ordinary earth is very important to mankind, it is not wise to mine ordinary earth for filling
purposes alone. However, for the construction of roads and other infrastructure, ordinary
earth as mined after obtaining quarrying permit from the Department of Mining and
Geology. Mining and transporting ordinary earth/soil without the permission of Department
of Mining and Geology is an offence. Department issues pass for transport of ordinary earth.
commercial purposes.
Clays and clay minerals occur under a fairly limited range of geological conditions and are
produced by weathering of silicate minerals containing calcium, magnesium, sodium, or
potassium reacting with carbonic acid, carbonates, and bicarbonates. These soluble products
are removed by ground water, while the remaining elements, aluminum, silicon, and oxygen
combine with water to produce stable clay minerals. The environment of formation include
soil horizons, continental and marine sediments, geothermal fields, volcanic deposits, and
weathering rock formations. Extensive alteration of rocks to clay minerals can produce
relatively pure clay deposits that are of economic interest. Clay formed at the site of the
parent rock is known as primary or residual clay; the one carried away or transported and
deposited elsewhere is known as secondary clay. For obvious reasons, the former is purer
with less impurity (5% 15%), while the latter may contain mica, quartz, and iron oxide as
impurities. Geological factors such as conditions at the time of deposition and post-
depositional changes have an important influence on the properties of sediment.
Buildings and utensils made of clay date back to the earliest periods of man's civilized
development, and the use of clay is intimately associated with his history. Tile and brick
continued in modern buildings as well.
In Kerala, tile/brick clay occurs in the wetlands/paddy fields in the lowlands and midlands.
The clay extracted is used for a variety of purposes such as manufacture of roofing, flooring,
and decorative tiles, wire cut (mechanically made) and ordinary bricks (manually made), and
pottery wares. Studies carried out in clay mining areas of Kerala have proved that
unprecedented increase in the development needs of the state and the subsequent increase in
the resource extraction scenarios, especially that of clay mining, have led to rapid
degradation of the wetlands (paddy fields), which is significantly reflected in the declining
agricultural productivity of the state. Mining of clays several meters below the prescribed
levels, water draining from the unaffected paddy lands into the adjacent mine pits, and
subsequent pumping of water for further mining impose severe problems on the hydrological
regime, lowering the water table and creating severe water shortage problems in the mining
areas. The additional expenditure incurred to meet the freshwater requirements of the people
living in areas adjacent to mining sites is increasing year after year, which undermines the
short-term economic benefits of resource extraction.
Tile and brick clay mining and its processing provide employment opportunities to a
considerable section of the people in the midland and lowland areas of Kerala. Adding to
this, thousands of laborers in the construction industry also indirectly depend on the products
manufactured from these clays. Under these circumstances and also with respect to the
demand incurred, complete restriction of extraction activities does not prove to be viable.
In the study report published by National Center for Earth Science Studies on the impact of
clay mining, following recommendations were given with respect to tile/brick clay mining:
ce to regulate random mining from the paddy fields/wetlands of
Kerala by allowing only location-specific resource extraction under well-conceived
guidelines. It is also crucial to limit the extraction of tile and brick clays to meet indigenous
and local demand only. This is to save the prime agricultural land and also to increase the
rice production in the area. The depth of mining should be demarcated so as to regulate
mining with respect to the water table condition in the summer season. Also, adequate
measures are to be taken to regenerate the natural ground water table using the stored water
in the clay mine pits for irrigating the agricultural crops of the hinterland areas. This will
enhance the net agricultural productivity of the area in addition to saturating the aquifer
systems in the hinterlands. Awareness creation among the public about the adversities of
clay mining and as well as the economic benefits of using clay bricks for construction
purposes will serve in the protection of our wetlands/paddy fields. Recycling of building
materials should also be considered in order to reduce mining of tile and brick clays. The
abandoned clay mine areas left behind as fallow lands or water logged areas can be used for
productive purposes such as fish farm ponds or irrigation ponds that promise some utility to
the society. Also, suitable guidelines should be framed to streamline the tile and brick clay
The Kerala Conservation of Paddy Land and Wetland Act, 2008 and Rules made thereunder
which was enacted for conservation of paddy land and wetlands of Kerala imposes
restrictions in mining of tile/brick clays in such areas. The said Act and Rules are
implemented by Revenue Department. In addition, Government have setup District Expert
Committee to monitor and control the mining activities of ordinary clay. In Kerala Minor
Mineral Concession Rules 2015, it is mandated that No Objection Certificate from the
District Collector concerned, based on the recommendation of the District Expert Committee
constituted by the Government in this regard, is to be produced by the applicant in the case
of application for extraction of ordinary clay. In addition, Bank guarantee from any
Nationalized or Scheduled Bank at the rate of Rs. 300 (Rupees three hundred only) per cubic
metre for the purpose of reclamation of pits that will be formed after quarrying in the area
permitted, in respect of application for extraction of ordinary clay. Based on the request of
the entrepreneurs working in tile/brick clay based industry, Government have instructed the
Department of Mining and Geology to carry out survey to identify the mineable tile/brick
clay deposits of Kerala and the work in this respect is progressing.
In Kerala Minor Mineral Concession Rules, 2015, the ordinary sand is defined as sand used
for non-industrial purpose. This includes both river sand and sand excavated from inland
areas like palaeo-channels. Since a separate Act has been enacted by Government of Kerala
namely, The Kerala Protection of River Banks and Regulation of Removal of Sand Act, 2001
(hereafter referred to as Sand Act, 2001) and since the mining of river sand is controlled by
Revenue Department by virtue of the powers conferred by the said Act and the Rules made
thereunder, the Department of Mining and Geology now regulates the mining of sand which
do not comes under the purview of Sand Act, 2001.
The ordinary sand (other than river sand) occurs in the palaeo-channels. The word paleo-
channel is -channel is an
old channel. Paleo-channels are deposits of unconsolidated sediments or semi-consolidated
sedimentary rocks deposited in ancient, currently inactive river and stream channel systems.
These are typical riverine geomorphic features in a location representing drainage streams,
rivers, rivulets which were flowing either ephemeral or perennial during the past time and
now stands either buried or lost or shifted due to tectonic, geomorphologic, anthropogenic
process/activities, as well as climatic changes. When a channel ceases to be part of an active
river system, it becomes a paleo-channel. In order to tap the ordinary sand occurring in
palaeo-channels, the Department entrusted the study of identification of palaeo-channels in
major river basins of Kerala to Geological Survey of India (GSI). GSI resorted to remote
sensing studies using satellite imageries and delineated some of the palaeo-channels.
However, since such deposits falls in paddy land/wetlands of Kerala, it is difficult to extract
such sand on account of restrictions imposed by various Acts and Rules.
The Kerala Conservation of Paddy Land and Wetland Act, 2008 and Rules made thereunder
which was enacted for conservation of paddy land and wetlands of Kerala imposes
restrictions in mining of ordinary sands occurring in wetlands and paddy fields. The said Act
and Rules are implemented by Revenue Department. In addition, Government have setup
District Expert Committee to monitor and control the mining activities of ordinary sand. In
Kerala Minor Mineral Concession Rules 2015, it is mandated that No Objection Certificate
from the District Collector concerned, based on the recommendation of the District Expert
Committee constituted by the Government in this regard, is to be produced by the applicant
in the case of application for extraction of ordinary sand. In addition, Bank guarantee from
any Nationalized or Scheduled Bank at the rate of Rs. 300 (Rupees three hundred only) per
cubic metre for the purpose of reclamation of pits that will be formed after quarrying in the
area permitted, in respect of application for extraction of ordinary sand.
The mining of ordinary sand from palaeo-channels also case some environmental concerns.
Since sand is a good aquifer, the mining of aquifer system poses threat to ground water
availability in surrounding areas. However in certain cases, the mining of such sand from
paddy lands increase the productivity of paddy as excess sand in the paddy lands are not
good for paddy.
In Kerala, due to shortage of river sand and ordinary sand occurring in palaeo-channels, the
construction industry now uses manufactured sand obtained by crushing of crystalline rocks.
It may be noted that since the Revenue Department is taking care of all types of mining
activities related to river sand and since sand auditing and other studies are carried
out under the aegis of the Revenue Department, this report shall not be used for the
purpose of obtaining prior environmental clearance for mining of river sand.
Laterite is a soil and rock type rich in iron and aluminium, and is commonly considered to
have formed in hot and wet tropical areas. Nearly all laterites are of rusty-red coloration,
because of high iron oxide content. They develop by intensive and long-lasting weathering
of the underlying parent rock. Tropical weathering is a prolonged process of chemical
weathering which produces a wide variety in the thickness, grade, chemistry and ore
mineralogy of the resulting soils. The majority of the land area containing laterites is between
the tropics of Cancer and Capricorn.
Angadipuram Laterite is a National Geological Monument identified in Angadipuram town
in Malappuram district. The special significance of Angadipuram to laterites is that it was
here that Dr. Francis Buchanan-Hamilton, a professional surgeon, gave the first account of
this rock type, in his report of 1807, as "indurated clay", ideally suited for building
construction. This formation falls outside the general classification of rocks namely, the
igneous, metamorphic, or sedimentary rocks but is an exclusively "sedimentary residual
product". It has a generally pitted and porous appearance. The name laterite was first coined
in India, by Buchanan and its etymology is traced to the Latin word "letritis" that means
bricks. This exceptional formation is found above parent rock types of various composition
namely, charnockite, leptynite, anorthosite and gabbro in Kerala. The laterite profiles in
different types of rocks varies depending on the composition of parent rock. For example in
Charnockites, the thickness of the profile ranges from 2 m to 10 m with humus zone on the
top with thin pebbly zone (with ferruginous pellets in clayey matrix), underlain by
vermicular laterite with tubular cavities of various shapes and size filled with kaolinitic clay.
This is followed by thin layer of lithomarge. Further below completely weathered, partly
weathered or fresh parent rock occur. In some places one can see hard duricrust at the top.
The mineralogical study of laterites reveals that all the silicate minerals have been
transformed to a mixture of goethite, hematite and kaolinite in laterite samples developed
over charnockite. Further studies revealed that pyroxenes have been altered to goethite while
feldspars gave rise to kaolinite. Quartz is cracked, eroded and disintegrated. Monazite and
Zircons are found as accessory minerals.
Laterite and bauxite show a tendency to occur together. Aluminous laterites and ferruginous
bauxites are quite common. The most common impurity in both is silica. Laterite gradually
passes into bauxite with decrease in iron oxide and increase in aluminium oxide.The laterite
deposits may be described on the basis of the dominant extractable minerals in it: (i)
aluminous laterite (bauxite), (ii) ferruginous laterite (iron ore), (iii) manganiferous laterite
(manganese ore), (iv) nickeliferous laterite (nickel ore) and (v) chromiferous laterite (chrome
ore). Laterite with Fe2O3:Al2O3ratio more than one, and SiO2:Fe2O3 ratio less than 1.33
is termed as ferruginous laterite,while that having Fe2O3:Al2O3 ratio less than one and
SiO2:Al2O3 ratio less than 1.33 is termed as aluminous laterite. Laterite can be considered
as polymetallic ore as it is not only the essential repository for aluminium, but also a source
of iron, manganese,nickel and chromium. Furthermore, it is the home for several trace
elements like gallium and vanadium which can be extracted as by-products.
In Kerala laterites are extracted as building stones which are used for construction of
building. Laterite as a building stone possesses one advantage that it is soft when quarried
and can be easily cut and dressed into blocks and bricks which on exposure to air become
hard. In addition, laterite (aluminous laterite) is extracted for industrial purposes (for eg.
Cement industry). In addition to aluminous laterite, bauxites are also mined in Kerala.
Hence, while granting mineral concession for laterite it is necessary to carry out the chemical
analysis to establish whether the mineral is bauxite or aluminous laterite.
Laterite, the main construction material of the area, has a very wide distribution. It is quarried
in the form of large bricks and is used in building construction. The basement rocks are also
good source of construction material.
For administrative purpose the hard crystalline rocks which do not have any economic
minerals are classified as granite dimension stones and granite (building stones). The
definition given in the Kerala Minor Mineral Concession Rules 2015 is as follows:-
other crystalline rocks of Acid, Intermediate, basic and ultra basic groups of igneous and
metamorphic origin which are suitable for cutting to pre-determined sizes, polishing, carving
and amenable for making value-added products in decorative monumental and ornamental
fields of industry as a high-value item. Granite (building stone) include all those group of
rocks specified above which are not suitable for using as dimension stones as specified
therein, but can be used as ordinary building stones, road metal, rubble and ballasts after
breaking into irregular pieces by blasting or otherwise as low value item. The Rules insists
that the rocks having the quality of granite dimension stone shall not be quarried for granite
The granite dimension stones, on the basis of geologic setting falls under
True intrusive or anatectic granites and associated migmatites of Proterozoic age from (colour: Pink, light pink, Gray, yellowish white and bluish pink with wavy patterns) and
Dolerite-Gabbro dykes, Proterozoic intrusive hypabasal dyke swarms from (colour: dark greenish blue, black and dark gray with black spots).
All Archean and Proterozoic rocks of Kerala (refer section on Geology of Kerala) which are
not listed above as granite dimension stone falls under the category of granite (building
stone) and are found below ordinary earth/laterites/and other sedimentary rocks. In some
cases such rocks are exposed as hillocks without any overburden.
In Kerala, the lime shell occurs in the backwaters/estuaries, river mouths and lagoons along
the coastal tract.
The lime shell resources next in importance to Vembanad lake are those in Kannur district
(Payyannur, Cheruvanthur, Thrikkarippur) in north Kerala. The backwaters along the coast
have good resources of lime shell. The alluvial deposit of Kandankali, south of Payyannur
is also rich in lime shell. Since all these areas falls in Coastal Regulation Zones, mechanized
mining is not permitted.
Permission for mining will be granted on case to case basis on ascertaining the availability
at the site and only if conditions stipulated in the KMMC Rules 2015 are satisfied (The
reader may refer the KMMC Rules 2015 available in the website www.dmg.kerala.gov.in for
more details in this regard) The concession will be granted only if other statutory licenses
like Environmental Clearnce, Explosive Licence, consent to operate issued by State
Pollution Control Board, NOC issued by Revenue Department (as the case may be),
Dangerous and Offensive Trade Licence issued by Local Self Government Institutions, NOC
related to Coastal Regulation Zone (as the case may be), NOC issued by Forest (as the case
may be) etc. The mineral concession will not be granted in the ecologically sensitive areas,
ecological fragile zones etc.
10.4
Sta
tus o
f min
ing
in K
annu
r di
stri
ct
Tab
le1:
Det
ails
of r
even
ue c
olle
ctio
n fo
r th
e pe
riod
201
3--
-16
(Am
ount
in R
s.)
Rev
enue
Col
lect
ion
(Dur
ing
2013
-14)
M
ajor
Min
eral
s La
terit
e
Chi
na
Cla
y Li
me
shel
l G
rani
te
Seas
hell
Riv
er
Ord
inar
y
Bric
k
Ord
inar
y
Sa
nd
Sand
C
lay
Earth
N
o.
Parti
cule
rs
Amou
nt in
Rup
ees
1 A
pplic
atio
n fe
e fo
r Min
ing
Leas
e
2 Fe
e fo
r pro
spec
ting
licen
ce
3
Roy
alty
25
8816
0 36
0000
4 A
rrea
r Roy
alty
5 S
urfa
ce R
ent
6
Dea
d R
ent
7
Pan
el In
tere
st
8
Com
poun
ding
of o
ffenc
e
To
tal
2588
160
3600
00
Min
or M
iner
als
N
o.
Parti
cule
rs
Amou
nt in
Rup
ees
1 R
oyal
ty
1250
0 41
1200
2518
932
1695
000
48
600
2 A
rrea
r Roy
alty
1468
90
3
Sur
face
Ren
t 8,
610
5497
44
4
Arr
ear S
urfa
ce R
ent
5
Dea
d R
ent
20
0
6 A
rrea
r Dea
d R
ent
7
Fee
for Q
uarry
ing
Perm
it 1,
59,4
00
3750
0
400
800
8 Fe
e fo
r Qua
rryin
g Le
ase
10
00
9
Fee
for P
rosp
ectin
g Li
cenc
e
10
Fee
for D
eale
rs L
icen
ce
6000
12
2700
0
30
6000
11
C
onso
lidat
ed ro
yalty
(CR
PS
) 91
5500
0
48
6000
0
12
Com
poun
ding
of o
ffenc
e 16
0092
6
26
5816
84
400
13
Oth
er D
epar
tmen
ts
45
000
1906
30
14
Oth
er R
ecei
pts
22
5000
0
15
RM
CU
Com
poun
ding
To
tal
1,09
,29,
936
12
,500
91
,03,
213
25
,18,
932
2,19
,163
0 1,
46,8
90
1,33
,844
Gra
nd T
otal
1,
35,1
8,09
6 3,
60,0
00
12,5
00
91,0
3,21
3
25,1
8,93
2 21
,91,
630
1,46
,890
1,
33,8
44
Rev
enue
Col
lect
ion
(Dur
ing
2014
-15)
Maj
or M
iner
als
Late
rite
C
hina
Cla
y Li
mes
hell
Gra
nite
R
iver
O
rdin
ary
B
rick
O
rdin
ary
Sa
nd
Sand
C
lay
Earth
N
o.
Parti
cule
rs
Amou
nt in
Rup
ees
1 A
pplic
atio
n fe
e fo
r Min
ing
Leas
e
2
Fee
for p
rosp
ectin
g lic
ence
3
Roy
alty
12
0278
18
1500
00
4 A
rrea
r Roy
alty
5
Sur
face
Ren
t 36
03
6
Dea
d R
ent
4921
7 P
anel
Inte
rest
8
Com
poun
ding
of o
ffenc
e
Tota
l 12
0363
42
1500
00
M
inor
Min
eral
s
No.
Pa
rticu
lers
Am
ount
in R
upee
s 1
Roy
alty
70
00
5544
00
1965
610
8923
760
2 A
rrea
r Roy
alty
14
3255
3 S
urfa
ce R
ent
4,58
0
26
78
4 A
rrea
r Sur
face
Ren
t
5
Dea
d R
ent
6 A
rrea
r Dea
d R
ent
7 Fe
e fo
r Qua
rryin
g Pe
rmit
83,0
00
2000
0
8
Fee
for Q
uarry
ing
Leas
e
9
Fee
for P
rosp
ectin
g Li
cenc
e
10
A
pp. F
ee fo
r Dea
lers
Lic
ence
1850
0
11
C
onso
lidat
ed ro
yalty
(CR
PS
) 50
1000
0
34
3000
0
12
C
ompo
undi
ng o
f offe
nce
1429
480
9166
80
16
3846
13
O
ther
Dep
artm
ents
20
000
2500
0 14
O
ther
Rec
eipt
s
15
R
MC
U C
ompo
undi
ng
14
0000
0
16
A
rear
RM
CU
5150
000
17
App
. Fee
for R
eg.M
iner
al S
ales
Dep
ot
63
000
18
Fee
for D
eale
rs L
icen
ce
18
9600
0
1320
00
To
tal
65,4
7,06
0
7,00
0 13
4512
58
1965
610
9055
760
1432
55
1888
46
G
rand
Tot
al
1,85
,83,
402
1500
00
7,00
0 13
4512
58
1965
610
9055
760
1432
55
1888
46
Rev
enue
Col
lect
ion
(Dur
ing
2015
-16)
M
ajor
Min
eral
s La
terit
e
Chi
na
Cla
y G
rani
te
Riv
er
Ord
inar
y B
rick
Ord
inar
y O
rdin
ary
TO
TAL
Sa
nd
Sand
C
lay
Earth
C
lay
N
o.
Parti
cule
rs
Amou
nt in
Rup
ees
1 A
pplic
atio
n fe
e fo
r Min
ing
Leas
e
2 Fe
e fo
r pro
spec
ting
licen
ce
3
Roy
alty
10
7508
69
3000
0
10
7808
69
4 A
rrea
r Roy
alty
5 S
urfa
ce R
ent
6
Dea
d R
ent
7
Pan
el In
tere
st
8
Com
poun
ding
of o
ffenc
e 41
,561
41,5
61
To
tal
1079
2430
30
000
1082
2430
Min
or M
iner
als
N
o.
Parti
cule
rs
Amou
nt in
Rup
ees
1 R
oyal
ty
5648
400
6359
06
2786
4840
1612
00
34
3103
46
2 A
rrea
r Roy
alty
2500
25
00
3 S
urfa
ce R
ent
6,18
0
3031
9,21
1 4
Arr
ear S
urfa
ce R
ent
5
Dea
d R
ent
5290
5,29
0 6
Arr
ear D
ead
Ren
t
7 Fe
e fo
r Qua
rryin
g Pe
rmit
6,71
,000
1360
00
1000
8,
08,0
00
8 Fe
e fo
r Qua
rryin
g Le
ase
2600
00
2,
60,0
00
9 Fe
e fo
r Pro
spec
ting
Lice
nce
10
A
pp. F
ee fo
r Dea
lers
Lic
ence
58
500
10
00
59
500
11
Con
solid
ated
roya
lty (C
RP
S)
4660
0000
9275
000
55
8750
00
12
Com
poun
ding
of o
ffenc
e 49
1744
8
1844
660
25
000
31
5192
7102
300
13
Oth
er D
epar
tmen
ts
14
O
ther
Rec
eipt
s
15
RM
CU
Com
poun
ding
90
0000
0
9000
000
16
RM
CU
Com
poun
ding
(Are
ar)
4000
00
40
0000
17
A
pplic
atio
n fe
e fo
r RM
CU
70
00
70
00
18
CR
PS
(Are
ar)
4462
524
56
4755
9
1011
0083
19
A
pp. F
ee fo
r Reg
.Min
eral
Sal
es D
epot
60
000
13
000
73
000
20
Fee
for D
eale
rs L
icen
ce
3004
000
56
000
30
6000
0
Tota
l 5,
66,5
7,15
2
3534
9440
63
5906
27
9598
40
2500
47
6392
10
00
1210
8223
0
Gra
nd T
otal
6,
74,4
9,58
2 30
000
3534
9440
63
5906
27
9598
40
2500
47
6392
10
00
1319
0466
0
List
of v
alid
min
eral
con
cess
ions
Tab
le 2
a: L
ist o
f Qua
rryi
ng L
ease
gra
nted
for
Gra
nite
bui
ldin
g st
one
Sl.
No.
C
once
ssio
n H
olde
r's
Nam
e &
Add
ress
C
once
ssio
n N
o.
Surv
ey N
o/
Re.
Surv
ey N
o.
Vill
age
Tal
uk
Are
a
(Ha)
V
alid
from
V
alid
to
1 Ja
cob
barr
y, B
arry
Es
tate
, Kat
tuss
ery(
PO),
Ala
thur
.
269/
2007
-08
/444
8/M
3/20
07
date
d, 2
0.07
.07
Res
y.no
. 340
/2pt
A
lath
ur
Ala
thur
1
Hec
tres,
12
year
s, 25
.07.
07
24.
07.2
019
2 M
.D.A
nil k
umar
,
M/s
Mac
adam
G
rani
tes(
P)Lt
d,
Pann
ikko
de (P
O),
Pala
kkad
185/
2007
-08
/456
9/M
3/20
07/D
ate
d, 1
9.06
.07
ReS
y.N
o. 4
27 p
t, 43
5pt.
Erim
ayur
II
Ala
thur
3.
3630
he
ctre
s,
10 Y
ears
21
.07.
2007
20
.07.
2017
3 M
/s. S
ahar
a G
rani
tes,
Erim
ayur
P.O
, Pa
lakk
ad
63/2
012-
13/3
857/
M3/
2012
D
t. 28
.04.
2012
Sy.N
o. 3
5/2
& 3
5/3
Erim
ayur
-I A
lath
ur
1.84
85
Hec
tare
s 12
Yea
rs
02
/05/
2012
01
-05-
2024
4 M
/s. S
ahar
a G
rani
tes,
Erim
ayur
P.O
, Pa
lakk
ad
65/2
012-
13/3
858/
M3/
2012
D
t. 28
.04.
2012
Re.
Sy.N
o. 3
5/2
Erim
ayur
-I A
lath
ur
2.42
82
Hec
tare
s 12
Yea
rs
02
/05/
2012
01
-05-
2024
5 M
/s. S
ahar
a G
rani
tes,
Erim
ayur
P.O
, Pa
lakk
ad
66/2
012-
13/3
859/
M3/
2012
D
t. 28
.04.
2012
Re.
SyN
o. 3
5/2
Erim
ayur
-I A
lath
ur
2.61
02
Hec
tare
s 12
Yea
rs
02
/05/
2012
01
-05-
2024
6 Se
bi. P
.L.,
S/o
P.C
. Lo
nai,
Pani
kula
ngar
a H
ouse
, Fas
hion
Stre
et,
Mis
sion
Qua
rters
, Th
rissu
r - 5
389/
2011
-12
/721
9/M
3/20
11 d
t. TV
PM, 2
4.09
.201
1
Rsy
No.
33/
2 an
d 23
4/2
Kan
nam
bra
I A
lath
ur
1.45
04
Hec
t
12 y
ears
, 28
.09.
2011
2
7.09
.202
3
7 M
/s K
ottu
kapi
lly S
and
& M
etal
s (p)
Ltd
., K
alpa
thy
P.O
., Pa
lakk
ad.
298/
2011
-12
/571
4/M
3/20
11 d
t. 16
.08.
2011
Sy N
o. 3
/2
Kiz
hakk
ache
ry II
A
lath
ur
2.84
09
Hec
t 10
Yea
rs
23.0
9.20
11
22.
09.2
021
8 V
.Sas
idha
ran,
Pr
opre
itor,
M/s
. SriS
ri G
rani
tes,
Pe
echa
road
, Chi
thal
i (P
O),
Pala
kkad
240/
2008
-09
/673
9/M
3/08
/ da
ted,
14.
07.0
8
Sy.n
o.66
3/4,
8,9,
10
K
utha
nur.1
A
lath
ur
1.40
89
Hec
tres
10 y
ears
28
.07.
08
27.
07.2
018
9 Jo
hsn
Thom
son,
Pr
oprie
tor,
M/s
. Tr
opic
al G
rani
tes,
Trop
ical
Est
ate,
K
utha
nur.
P.O
, A
lath
ur, P
alak
kad
492/
2008
-09
/943
9/M
3/20
08/d
ated
, 15.
11.0
8
Res
y.no
. 651
/8
Kut
hanu
r.1
Ala
thur
1.
9320
H
ectre
s 12
yea
rs
05.0
1.09
0
4.01
.202
1
10
P.P.
Seb
astia
n,
Po
ovat
huka
ran
Hou
se,
Thal
ore
P.O
., Th
rissu
r
329/
2010
-11
/477
5/M
3/20
10 d
t. 20
.08.
2010
Res
y.N
o. 2
68/2
pt
Vad
akke
nche
ry I
A
lath
ur
0.43
18
Hec
t 12
Yea
rs
27.9
.201
0
26.0
9.20
22
11
P.T.
Dav
is, M
anag
ing
Partn
er, T
hom
son
Met
als,
Kom
bidi
njam
akka
l,PO
, Th
azek
kad
58/2
011-
12/2
870/
M3/
2011
dt
.04.
05.2
011
Re.
Sy. N
os. 2
08/1
, 20
8/3,
209/
pt.,2
10/2
,210
/3,2
10/4
,210
/5
Mut
hala
mad
a I
Chi
ttur
4.83
66
Hec
t.
12
Yea
rs
13.0
5.20
11
12.0
5.20
23
12
Bini
l K Jo
hn, M
g.
Dire
ctor
, Val
luva
nad
quar
ries a
nd
Gra
nite
s(Pv
t) L
td.,
Ang
amal
ly,
Erna
kula
m.
747/
2010
-11
/910
/M3/
2011
dt.
31.0
1.20
11
Res
y N
o. 3
30/2
pt
., 33
0/3p
t; an
d 33
1/1
pt.
Am
bala
ppar
a I
Otta
ppal
am
1.53
48
Hec
t 12
Yea
rs
11.0
2.20
11
10.0
2.20
23
13
Aja
iwils
on,
Man
agin
g Pa
rtner
,
M/s
Mal
abar
Blu
e M
etal
, Ven
gass
ery
(PO
) Am
bala
ppar
a,
Pala
kkad
.
184/
2008
-09
/782
2/M
3/20
07
date
d, 1
9.08
.08
Sy.N
os. 4
60/5
pt,
462/
9, 4
62/5
, 106
/1
pt
Am
bala
ppar
a.1.
O
ttapp
alam
1.
4164
he
ctre
s,
12 y
ears
18
.07.
08
17.
07.2
020
14
Rap
hy.P
.J.,
Pud
usse
ry
pady
Hou
se, T
hrik
kur
(PO
), Th
rissu
r.
296/
2008
-09
/689
0/M
3/20
08/d
ated
, 13.
08.2
008.
Sy.n
o. 2
26/3
C
hala
vara
O
ttapp
alam
0.
8094
H
ect.
10 y
ears
, 26
.09.
08
25
.09.
2018
15
M/s
Blu
e Ch
ips M
ines
&
Indu
strie
s, V
emba
lath
upad
am,
Kai
liyad
P.O
., O
ttapp
alam
.
Pro.
orde
r.No.
66
8/20
08-
09/7
814/
M3/
08 d
t Tv
pm, 3
1.01
.200
9 an
d
304/
09-
10/7
814/
M3/
08
dt.
14.0
9.20
09
and
Re
exec
utio
n vi
de
Pro.
No.
268
/201
1-20
12/7
814/
M3/
2008
dt
. 29.
07.2
011
of
DM
G
Sy N
o. 1
68/ 1
1 A
,
Cha
lava
ra
Otta
ppal
am
1.61
00
Hec
t
12 Y
ears
26
.08.
2011
2
5.08
.202
3
16
Geo
sons
Agg
rega
tes,
A
may
ur, P
atta
mbi
, Pa
lakk
ad.
32/2
006-
07/3
471/
M3/
06
date
d, 2
5.04
.06
59/
4 K
oppa
m
Otta
ppal
am
0.60
70
hect
res,
12 y
ears
07
.06.
2006
. 06
.06.
2018
17
M.K
.Jose
ph, M
g.
Partn
er,
M
/s.
Mal
abar
Gra
nite
s,
Am
ayur
P.O
., Pa
ttam
bi, P
alak
kad.
792/
2010
-11
/499
9/M
3/20
10 d
t. 24
.02.
2011
Res
y N
os. 3
65,3
66
367/
5 K
oppa
m
Otta
ppal
am
3.52
04
Hec
t 12
Yea
rs
09.0
3.20
11
08.0
3.20
23
18
M/s
J &
P C
onstr
uctio
n &
J & P
Gra
nite
s, C
hoor
akod
e P.
O.,
Patta
mbi
, Pal
akka
d.
Pro.
orde
r No.
53
5/20
11-
12/7
819/
M3/
2011
dt.
15.1
1.20
11.
Rsy
No.
75
78/2
V
alla
ppuz
ha
Otta
ppal
am
1.61
90
Hec
t.
10 Y
ears
30
.11.
2011
29
.11.
2021
19
M/s
. Mal
abar
Gra
nite
M
etal
, Van
iam
kula
m
Man
nann
ur (P
O)
Kav
alap
para
,Pal
akka
d
860/
2007
-08
/128
3/M
3/20
08/d
ated
, 28.
02.0
8
SyN
o. 3
9/1p
t 39
/2pt
V
ania
mku
lam
.2
Otta
ppal
am
1.57
02
Hec
tres
10 y
ears
26
.03.
08
25.
03.2
018
20
Bini
l K Jo
hn,
Man
agin
g Pa
rtner
, M/s.
V
allu
vana
d G
rani
tes,
Nel
likku
russ
i. P.
O,
Mul
anhu
r, O
ttapp
alam
, Pa
lakk
ad
418/
2014
-15
/963
9/M
3/20
14 D
t. 27
/09/
2014
Re.
Sy.N
o. 2
/2, 5
/2
Lakk
idi -
Peru
r-1
Otta
ppal
am
1.78
22
Hec
tare
s 20
-10-
2014
30
-10-
2018
21
Smt.A
nnie
Sann
ie,
Mg.
Dire
ctor
,
M/s
Mal
ayak
am
Agg
regr
ates
&
Sand
s(P)
Ltd
, ch
azhi
yatti
ri (P
O),
Pala
kkad
482/
2007
-08
/750
5/M
3/07
da
ted,
01.
11.0
7
sy.n
o. 2
74 p
t. Th
irum
ittak
kode
.2
Otta
ppal
am
1.78
00
Hec
tres
12 y
ears
13
.11.
07
12.
11.2
019
22
Saji
Mon
Abr
aham
,
S/
o A
brah
am,
Pala
kkat
tu H
ouse
, K
umm
anoo
r, K
idan
goor
P.O
., K
otta
yam
.
120/
2010
-11
/335
5/M
3/20
10 d
t. 26
.05.
2010
Res
y.N
o: 1
10/1
, 11
0/3
Aka
thet
hara
Pa
lakk
ad
2.77
21
Hec
t
(6.8
5 ac
re)
12 Y
ears
11.0
8.20
10
10.0
8.20
22
23
M/s
. Roy
al S
and
&
Gra
vels
(P) L
td.,P
laza
Ju
nctio
n, D
honi
.(P.O
), Pa
lakk
ad
281/
2014
-15
/847
3/M
3/20
14 D
t. 02
/08/
2014
Sy.N
o. 2
/P, 1
4/P,
15
/P, 1
6/1P
A
kath
etha
ra
Pala
kkad
7.
0655
H
ecta
res
12 y
ears
22/0
8/20
14
21-0
8-20
26
24
P.I.D
evas
sia,
Aru
man
i Es
tate
, Noc
hipu
lly,
Mun
dur,
Pala
kkad
.
431/
2007
-08
/647
5/M
3/20
07
DA
TED
, 05.
10.0
7
Res
y.no
. 449
/1pt
M
undu
r.2
Pala
kkad
0.
8174
H
ectre
s 12
year
s, 01
.12.
07
30
.11.
2019
25
Sabu
Tho
mas
,
Kal
apur
acka
l Hou
se,
Aya
rkun
nam
(PO
), K
otta
yam
.
200/
2007
-08
/481
9/M
3/20
07
date
d, 2
5.06
.07
Res
y.no
. 320
/2
Puth
usse
ry c
entra
l Pa
lakk
ad
1.41
65
Hec
tres,
12 y
ears
fro
m
06.0
8.07
05.
08.2
019
Tab
le 2
b: L
ist o
f Qua
rryi
ng P
erm
it gr
ante
d fo
r G
rani
te b
uild
ing
ston
e
Sl.
Con
cess
ion
hold
er's
nam
e Vi
llage
Ta
luk
Dis
tric
t Su
rvey
A
rea
M
iner
al
Con
cess
ion
no.
valid
fr
om
valid
to
No.
a
nd a
ddre
ss
N
o (h
a)
1 K
.T.M
oosa
nkut
ty
Era
mam
Ta
lipar
amba
K
annu
r 6
74/3
0.
0971
G
rani
te
36/1
5-16
/MM
/GS
/CR
PS
/ 20
.11.
15
19.1
1.16
S/o
Ada
mku
tty, K
aniy
arak
kal
Hec
tare
DO
C/M
-448
4/15
Thyk
kand
i, P
.O.N
arat
h 67
0 60
1
D
t 20.
11.2
015
2 M
anag
ing
Dire
ctor
,
Kol
ayad
Th
alas
seri
Kan
nur
70/
1 0.
5 G
rani
te
37/1
5-16
/MM
/GS
/CR
PS
/ 26
.11.
15
25.1
1.16
M
alab
ar C
onst
ruct
ion
Mat
eria
ls
Pvt
.Ltd
.
H
ecta
re
D
OC
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426/
15
E
daya
r, P
.O.K
olay
ad,
Dt 2
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.201
5
3 Su
dhar
shan
Tr
ipra
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Thal
asse
ri K
annu
r
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7 G
rani
te
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5-16
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PS
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.12.
15
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2.16
S/o
Bal
an, h
eruk
unno
thpa
ram
bath
A
re
D
OC
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147/
15
H
ouse
, P.O
.Che
rupa
ram
ba 6
70
693
Dt 0
2.12
.201
5
4 V
.K.B
enni
K
olay
ad
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asse
ri K
annu
r
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0.5
Gra
nite
39
/15-
16/M
M/G
S/C
RP
S/
18.1
2.15
17
.12.
16
S
/o K
uriy
akos
e,
Hec
tare
DO
C/M
-536
3/15
V
akka
chal
il H
ouse
, P.O
.Kol
ayad
67
0 65
0
D
t 18.
12.2
015
5 S
haju
Jos
e,
Pay
yavo
or
Talip
aram
ba
Kan
nur
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0.
3 G
rani
te
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5-16
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/CR
PS
/ 19
.12.
15
18.1
2.16
Man
agin
g P
artn
er,
Hec
tare
DO
C/M
-548
0/15
P
ayya
voor
Cru
sher
s, P
ayya
voor
67
0 63
3
D
t 19.
12.2
015
6 B
ashe
er.K
.P.
Ayy
anku
nnu
Iritty
K
annu
r 12
93
0.5
Gra
nite
41
/15-
16/M
M/G
S/C
RP
S/
11.0
1.16
10
.01.
17
M
anag
ing
Par
tner
, Roc
k S
tar,
Hec
tare
DO
C/M
-556
6/15
Pul
lanp
arat
hattu
, P.O
.Cha
ral
Dt 1
1.01
.201
6
7 S
onia
Bin
oy,
Ayy
anku
nnu
Iritty
K
annu
r 12
93
12
Gra
nite
42
/15-
16/M
M/G
S/C
RP
S/
14.0
1.16
13
.01.
17
D
/o S
ebas
tian,
K
izha
kkep
pada
vath
,
C
ent
D
OC
/M-2
571/
15
P
.O.P
ayam
670
704
D
t 14.
01.2
016
8 K
adek
kara
Ali
Kun
hi
Vel
lad
Talip
aram
ba
Kan
nur
292/
1A
0.14
57
Gra
nite
43
/15-
16/M
M/G
S/C
RP
S/
15.0
1.16
14
.01.
17
S
/o H
ussa
in, K
adek
kara
Hou
se,
Hec
tare
DO
C/M
-261
8/15
P.O
.Eria
m, E
dakk
ome
Dt 1
5.01
.201
6
9 C
.H.A
skar
V
ayat
hur
Iritty
K
annu
r
28/1
A2
0.19
43
Gra
nite
44
/15-
16/M
M/G
S/C
RP
S/
15.0
1.16
14
.01.
17
M
anag
ing
Par
tner
, Hin
dust
an
Sto
ne
Hec
tare
DO
C/M
-358
3/15
Cru
sher
and
Hol
low
Bric
ks U
nit,
Dt 1
5.01
.201
6
P.O
.Kal
lang
i 670
706
10
K.C
.Jam
es,
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vess
i Ta
lipar
amba
K
annu
r 4
0.40
47
Gra
nite
45
/15-
16/M
M/G
S/C
RP
S/
16.0
1.16
15
.01.
17
M
anag
ing
Par
tner
, Eve
rest
Sto
ne
Hec
tare
DO
C/M
-234
3/15
Cru
sher
and
Gra
nite
s, M
.T. 8
9 V
D
t 16.
01.2
016
H
ighw
ay A
rcad
e, K
annu
r
11
Vas
undh
aran
.K.
Per
ingo
me
Talip
aram
ba
Kan
nur
308
/3
0.09
71
Gra
nite
46
/15-
16/M
M/G
S/C
RP
S/
08.0
2.16
07
.02.
17
S
/o K
arun
akar
an,
Hec
tare
DO
C/M
-546
8/15
M
adhu
man
dhira
m, P
.O.P
erin
gom
e 67
0 30
7
D
t 08.
02.2
016
12
K.P
.Yun
as
Thiru
men
i Ta
lipar
amba
K
annu
r 2
84/1
0.
0486
G
rani
te
47/1
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/MM
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PS
/ 15
.02.
16
14.0
2.17
S/o
E.P
.Mam
mad
Haj
i
286/
1 H
ecta
re
D
OC
/M-5
616/
15
A
kkar
amm
al H
ouse
, P.O
.May
yil
670
602
Dt 1
5.02
.201
6
13
Jabi
r.M.A
. A
lakk
ode
Talip
aram
ba
Kan
nur
17/
1A
4.04
G
rani
te
48/1
5-16
/MM
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PS
/ 18
.02.
16
17.0
2.17
S/o
Ass
u H
aji,
Mal
likka
ntak
ath,
1 A
re
D
OC
/M-2
503/
15
P
.O.R
ayar
om
Dt 1
8.02
.201
6
14
T.P.
Sha
msu
deen
K
olar
i Iri
tty
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nur
47/
1 0.
0486
G
rani
te
49/1
5-16
/MM
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PS
/ 24
.02.
16
23.0
2.17
S/o
Aha
mm
ad K
utty
,Gre
en V
illa,
H
ecta
re
D
OC
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902/
15
K
alar
oad,
P.O
.Kee
cher
i 670
702
D
t 24.
02.2
016
15
V.P
.Pra
bhak
aran
K
anna
vam
Th
alas
seri
Kan
nur
10
8/1A
0.
0971
G
rani
te
50/1
5-16
/MM
/GS
/CR
PS
/ 24
.02.
16
23.0
2.17
Hol
y G
rani
te a
nd B
ricks
(P) L
td.
Hec
tare
DO
C/M
-353
1/15
Eda
yar,
P.O
.Kol
ayad
,
D
t 24.
02.2
016
16
Mav
ilakk
andi
Bal
akris
hnan
, K
ooda
li Th
alas
seri
Kan
nur
3/1
A
0.09
71
Gra
nite
51
/15-
16/M
M/G
S/C
RP
S/
24.0
2.16
23
.02.
17
S
hajin
a N
ivas
, Ves
sala
H
ecta
re
D
OC
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439/
15
P
.O.C
hattu
kapa
ra 6
70 5
92
Dt 2
4.02
.201
6
17
Man
agin
g D
irect
or,
Ayy
anku
nnu
Iritty
K
annu
r 12
93
0.38
44
Gra
nite
52
/15-
16/M
M/G
S/C
RP
S/
03.0
3.16
02
.03.
17
K
annu
r Jill
a B
lack
Roc
k C
rush
ers
and
Hec
tare
DO
C/M
-548
8/15
San
d M
akin
g In
dust
ries
(P) L
td.,
D
t 03.
03.2
016
K
ouse
r Com
plex
, Kal
tex
Junc
tion
18
A.M
anoh
aran
K
eezh
oor
Iritty
K
annu
r 1
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0.
0444
G
rani
te
53/1
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/MM
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PS
/ 16
.03.
16
15.0
3.17
S
/o K
unhi
ram
an, S
aras
wat
hi
Nila
yam
H
ecta
re
D
OC
/M-2
567/
15
P
.O.M
anga
ttido
m 6
70 6
43
Dt 1
6.03
.201
6
19
Sun
ny J
ose,
P
ayya
voor
Ta
lipar
amba
K
annu
r 1
/1
0.1
Gra
nite
54
/15-
16/M
M/G
S/C
RP
S/
28.0
3.16
27
.03.
17
M
anag
ing
Par
tner
, Pay
yavo
or
Gra
nite
s
H
ecta
re
D
OC
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481/
15
P
ayya
voor
D
t 28.
03.2
016
20
Pro
ject
Man
ange
r, K
utto
or
Talip
aram
ba
Kan
nur
74/
1D
0.40
47
Gra
nite
55
/15-
16/M
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S/C
RP
S/
31.0
3.16
30
.03.
17
R
.D.S
.Pro
ject
Ltd
., O
rana
dath
chal
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ecta
re
D
OC
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615/
15
P
.O.V
ilaya
nkod
e 67
0 50
4
D
t 31.
03.2
016
21
C.G
.Geo
rge
Trip
rang
ottu
r Th
alas
seri
Kan
nur
27
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29
.95
Gra
nite
01
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05
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17
Jo
int M
anag
ing
Dire
ctor
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re
D
OC
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96/1
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C
hend
ayad
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nite
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) Ltd
., K
SID
C
Dt 0
6.04
.201
6
In
dust
rial G
row
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entre
, V
aliy
avel
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m
22
C.K
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urah
iman
, P
erin
gom
e Ta
lipar
amba
K
annu
r 30
4/3
0.09
72
Gra
nite
02
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S/
06.0
4.16
05
.04.
17
M
anag
ing
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tner
, Per
ingo
me
Sto
ne C
rush
er,
Hec
tare
DO
C/M
-219
9/15
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aith
ulas
her,
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iyoo
r, P
.O.C
hekk
ikul
am
Dt 0
6.04
.201
6
23
Ane
esh
Kum
ar.K
. Th
olam
bra
Thal
asse
ri K
annu
r 1/
1A
0.04
25
Gra
nite
03
/16-
17/M
M/G
S/C
RP
S/
11.0
4.16
10
.04.
17
S
/o M
adha
van,
Mad
hav
Niv
as,
Hec
tare
DO
C/M
-122
7/16
P.O
.Vel
larv
ally
670
673
D
t 11.
04.2
016
24
Man
agin
g D
irect
or,
Nid
iyen
ga
Talip
aram
ba
Kan
nur
3 0.
24
Gra
nite
04
/16-
17/M
M/G
S/C
RP
S/
21.0
4.16
20
.04.
17
S
ampa
th C
rush
ers
Pvt
.Ltd
.
A
cre
D
OC
/M-1
228/
16
C
hepp
aram
b, P
.O.C
hem
beri,
670
63
2
D
t 21.
04.2
016
25
Rav
i Pal
eri
Kol
aval
lur
Thal
asse
ri K
annu
r 58
/1A
1 0.
0971
G
rani
te
05/1
6-17
/MM
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PS
/ 25
.04.
16
24.0
4.17
Soo
rya
Ston
e C
rush
er
Hec
tare
DO
C/M
-388
0/15
K
allu
vala
ppu,
P.O
.Che
rupa
ram
b 67
0 69
3
D
t 25.
04.2
016
26
K.G
anga
dhar
an
Kut
hupa
ram
ba
Thal
asse
ri K
annu
r 89
0.
0971
G
rani
te
06/1
6-17
/MM
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/CR
PS
/ 04
.05.
16
03.0
5.17
S/o
Kum
aran
, K.G
.Hou
se,
Hec
tare
DO
C/M
-555
6/15
P.O
.Mut
hiye
nga
670
691
Dt 0
4.05
.201
6
27
K.K
hade
r S
ivap
uram
Th
alas
seri
Kan
nur
13
1/1B
0.
0971
G
rani
te
07/1
6-17
/MM
/GS
/CR
PS
/ 04
.05.
16
03.0
5.17
S/o
Moi
deen
, Saj
itha
Man
zil,
Hec
tare
DO
C/M
-466
3/15
P.O
.Siv
apur
am 6
70 7
02
Dt 0
4.05
.201
6
28
Ani
l Jos
eph
Nid
iyen
ga
Talip
aram
ba
Kan
nur
25/
1A
12
Gra
nite
08
/16-
17/M
M/G
S/C
RP
S/
11.0
5.16
10
.05.
17
S
/o J
osep
h, K
uzhi
thot
tu H
ouse
,
C
ent
D
OC
/M-2
710/
15
P
.O.C
hem
bant
hotty
670
631
D
t 11.
05.2
016
29
U.S
aeed
V
ella
d Ta
lipar
amba
K
annu
r
292/
1A
0.09
72
Gra
nite
09
/16-
17/M
M/G
S/C
RP
S/
18.0
5.16
17
.05.
17
S
aj M
ahal
,
H
ecta
re
D
OC
/M-5
799/
15
P
ushp
agiri
, Tal
ipar
amba
670
141
D
t 18.
05.2
016
30
C.G
.Geo
rge
Kan
nava
m
Thal
asse
ri K
annu
r
108/
1C
0.09
71
Gra
nite
10
/16-
17/M
M/G
S/C
RP
S/
25.0
5.16
24
.05.
17
Jo
int M
anag
ing
Dire
ctor
,
H
ecta
re
D
OC
/M-1
567/
16
C
hend
ayad
Gra
nite
s (P
) Ltd
., K
SID
C
Dt 2
5.05
.201
6
In
dust
rial G
row
th C
entre
, V
aliy
avel
icha
m
K
ooth
upar
amb,
P.O
.Mur
iyad
643
67
0
31
P.M
.Ibra
him
P
erin
gom
e Ta
lipar
amba
K
annu
r 3
28/5
0.
0971
G
rani
te
11/1
6-17
/MM
/GS
/CR
PS
/ 01
.06.
16
31.0
5.17
M
anag
ing
Par
tner
, Sou
ther
n G
rani
tes,
H
ecta
re
D
OC
/M-6
006/
15
M
adak
kam
poyi
l, P
erin
gom
e
D
t 01.
06.2
016
32
Jils
on J
osep
h.V
. N
idiy
enga
Ta
lipar
amba
K
annu
r 28
40
G
rani
te
12/1
6-17
/MM
/GS
/CR
PS
/ 15
.06.
16
14.0
6.17
S/o
V.M
.Jos
eph,
Vel
iyat
hil H
ouse
,
A
re
D
OC
/M-1
759/
16
P
.O.P
ulik
kuru
mba
670
582
D
t 15.
06.2
016
33
Jils
on J
osep
h.V
. N
idiy
enga
Ta
lipar
amba
K
annu
r 28
40
G
rani
te
13/1
6-17
/MM
/GS
/CR
PS
/ 15
.06.
16
14.0
6.17
S/o
V.M
.Jos
eph,
Vel
iyat
hil H
ouse
,
A
re
D
OC
/M-1
760/
16
P
.O.P
ulik
kuru
mba
670
582
D
t 15.
06.2
016
34
Sha
ju J
ose,
P
ayya
voor
Ta
lipar
amba
K
annu
r 1
/1
0.19
98
Gra
nite
14
/16-
17/M
M/G
S/C
RP
S/
16.0
6.16
15
.06.
17
M
anag
ing
Par
tner
,
H
ecta
re
D
OC
/M-1
678/
16
P
ayya
voor
Cru
sher
s, P
ayya
voor
67
0 63
3
D
t 16.
06.2
016
35
Siri
l Jos
e,
Nid
iyen
ga
Talip
aram
ba
Kan
nur
3 73
G
rani
te
15/1
6-17
/MM
/GS
/CR
PS
/ 22
.06.
16
21.0
6.17
M
anag
ing
Dire
ctor
, Sam
path
C
rush
ers
C
ent
D
OC
/M-5
576/
16
(P
) Ltd
., N
idiy
enga
, P.O
.Che
mbe
ri 67
0 63
2
D
t 22.
06.2
016
36
Aby
Abr
aham
Tr
ipra
ngot
tur
Thal
asse
ri K
annu
r
275/
1A
0.49
9 G
rani
te
16/1
6-17
/MM
/GS
/CR
PS
/ 22
.09.
16
21.0
9.17
S
/o M
.A.A
brah
am, A
nugr
ah, K
isan
R
oad
Hec
tare
DO
C/M
-200
7/16
P.O
.Ala
vil 6
70 0
08
Dt 2
2.09
.201
6
37
San
ny C
yria
c V
ayat
hur
Iritty
K
annu
r
28/1
A2
0.3
Gra
nite
17
/16-
17/M
M/G
S/C
RP
S/
26.0
9.16
25
.09.
17
S
/o C
yria
c M
athe
w, P
otta
ngal
H
ouse
,
H
ecta
re
D
OC
/M-8
03/1
6
Thon
diyi
l.P.O
. 670
673
D
t 26.
09.2
016
38
Javi
d.E
.P.,
Nid
iyen
ga
Talip
aram
ba
Kan
nur
1/1
24
G
rani
te
18/1
6-17
/MM
/GS
/CR
PS
/ 26
.09.
16
25.0
9.17
S/o
Moi
deen
.V.P
., S
anth
i Mah
al
Cen
t
DO
C/M
-521
2/15
Che
kkik
ulam
.P.O
. 670
592
D
t 26.
09.2
016
39
Mah
esh.
C.M
. K
anic
har
Iritty
K
annu
r 1
56/1
0.
0971
G
rani
te
19/1
6-17
/MM
/GS
/CR
PS
/ 29
.09.
16
28.0
9.17
M
anag
ing
Par
tner
, Sre
elak
shm
i S
tone
H
ecta
re
D
OC
/M-3
612/
15
C
rush
er, 2
7th
Mile
, P
.O.P
oola
kkut
ty 6
70 6
50
Dt 2
9.09
.201
6
40
Raj
esh.
T.S
. E
ruve
ssi
Talip
aram
ba
Kan
nur
5 36
G
rani
te
20/1
6-17
/MM
/GS
/CR
PS
/ 31
.10.
16
30.1
0.17
S
/o T
.R.S
ukum
aran
, Th
amar
asse
riyil
Hou
se,
Cen
t
DO
C/M
-397
2/16
P.O
.Kud
iyan
mal
a 67
0 58
2
D
t 31.
10.2
016
41
Rav
i Pal
eri
Kol
aval
lur
Thal
asse
ri K
annu
r 1
50/3
0.
0971
G
rani
te
21/1
6-17
/MM
/GS
/CR
PS
/ 07
.11.
16
06.1
1.17
S
urya
Sto
ne C
rush
er a
nd H
ollo
w
Bric
ks,
H
ecta
re
D
OC
/M-5
330/
15
P
.O.C
heru
para
mb,
670
693
D
t 07.
11.2
016
Tab
le 2
c: L
ist o
f Qua
rryi
ng P
erm
it gr
ante
d fo
r L
ater
ite b
uild
ing
ston
e Sl
. C
once
ssio
n ho
lder
's n
ame
Vi
llage
Ta
luk
Surv
ey
Are
a
Con
cess
ion
no.
valid
to
No
and
addr
ess
no
(ha)
1
Raj
u Th
atto
ttu
Thille
nker
i Iri
tty
28/
4 0.
0972
41
0/15
-16/
MM
/LT/
CR
PS/
18.1
1.16
S/o
Kun
hira
man
, Jis
ha N
ivas
,
2
7/2
Hec
tare
D
OC
/M-5
357/
15
P.O
.Eru
vatti
670
647
D
t 19.
11.2
015
2
Sun
il
Muz
hakk
unnu
Iri
tty
1/1
0.
0971
41
1/15
-16/
MM
/LT/
CR
PS/
18.1
1.16
S/o
Gop
alan
, Kee
rthan
a,
H
ecta
re
DO
C/M
-244
6/15
P
.O.S
ivap
uram
670
702
D
t 19.
11.2
015
3
Bab
u.P
. P
erin
that
ta
Talip
aram
ba
16
0.09
71
412/
15-1
6/M
M/L
T/C
RPS
/ 18
.11.
16
S
/o K
unhi
kann
an, P
alan
gattu
Hou
se,
H
ecta
re
DO
C/M
-521
1/15
P
erin
that
ta 6
70 3
07
Dt 1
9.11
.201
5
4 P
anne
ri R
ames
han
Ram
anth
ali
Talip
aram
ba
183
/2
0.09
71
413/
15-1
6/M
M/L
T/C
RPS
/ 22
.11.
16
S
/o K
oran
Mou
vann
al
H
ecta
re
DO
C/M
-434
0/15
P
anne
ri H
ouse
, P.O
.Kar
anth
att 6
70 3
08
Dt 2
3.11
.201
5
5 V
ijaya
n.N
.K.
Ram
anth
ali
Talip
aram
ba
185
/1
0.09
71
414/
15-1
6/M
M/L
T/C
RPS
/ 22
.11.
16
S
/o P
.V.K
rishn
an
H
ecta
re
DO
C/M
-434
6/15
N
aran
gaku
lang
ara
Hou
se,
P.O
.Kar
anth
attu
67
0 30
8
D
t 23.
11.2
015
6
Muk
ri M
aham
ood
Kan
kol
Talip
aram
ba
335
/1
0.09
71
415/
15-1
6/M
M/L
T/C
RPS
/ 22
.11.
16
M
ukri
Hou
se, T
hayi
neri,
3
35/2
H
ecta
re
DO
C/M
-519
3/15
P
.O.P
ayya
nnur
670
307
D
t 23.
11.2
015
7
Tham
ban.
P.P
. A
lapp
adam
b Ta
lipar
amba
4
78/1
0.
0972
41
6/15
-16/
MM
/LT/
CR
PS/
22.1
1.16
S/o
Ram
an, P
uthi
ya P
uray
il H
ouse
,
Hec
tare
D
OC
/M-5
193/
15
P.O
.Pot
havo
or 6
70 3
13
Dt 2
3.11
.201
5
8 K
unhi
ram
an.P
.V.
Pan
niyo
or
Talip
aram
ba
1/1
B
0.09
72
417/
15-1
6/M
M/L
T/C
RPS
/ 24
.11.
16
S
/o K
unha
ppa,
Put
hiya
Val
appi
l Hou
se,
H
ecta
re
DO
C/M
-536
1/15
P
.O.K
urum
atho
or 6
70 1
42
Dt 2
5.11
.201
5
9 H
aris
chan
dran
.M.V
. P
anni
yoor
Ta
lipar
amba
1
/1B
0.
0972
41
8/15
-16/
MM
/LT/
CR
PS/
24.1
1.16
S/o
San
kara
n N
air,
Hec
tare
D
OC
/M-5
362/
15
Mel
edat
h H
ouse
, P.O
.Pan
niyo
or
Dt 2
5.11
.201
5
10
Pav
ithra
n.K.
Ta
lipar
amba
Ta
lipar
amba
1
/1
24
419/
15-1
6/M
M/L
T/C
RPS
/ 24
.11.
16
S
/o K
unhi
kora
n
Cen
t D
OC
/M-4
300/
15
Kiz
hakk
eppa
dath
Hou
se, P
.O.T
alip
aram
ba
Dt 2
5.11
.201
5
11
Kan
nur K
allu
koth
u Th
ozhi
lali
Ksh
ema
C
huzh
ali
Talip
aram
ba
222
0.09
72
420/
15-1
6/M
M/L
T/C
RPS
/ 24
.11.
16
S
ahak
aran
a S
anga
m L
t.,D
herm
asal
a,
H
ecta
re
DO
C/M
-514
5/15
P
.O.P
aras
sini
kkad
avu
670
563
Dt 2
5.11
.201
5
12
Sun
eesh
P
anni
yoor
Ta
lipar
amba
13
7 0.
0972
42
1/15
-16/
MM
/LT/
CR
PS/
24.1
1.16
S/o
Bha
skar
an, A
niya
nkot
tu H
ouse
,
Hec
tare
D
OC
/M-5
354/
15
P.O
.Koy
yam
670
142
D
t 25.
11.2
015
13
B
alak
rishn
an.K
. Th
imiri
Ta
lipar
amba
1
00/2
A
24
422/
15-1
6/M
M/L
T/C
RPS
/ 24
.11.
16
K
ayak
kil H
ouse
,
Cen
t D
OC
/M-4
019/
15
P.O
.Chu
zhal
i 670
142
D
t 25.
11.2
015
14
M
anik
anda
n E
ram
am
Talip
aram
ba
469
0.09
71
423/
15-1
6/M
M/L
T/C
RPS
/ 29
.11.
16
S
/o G
ovin
da P
oduv
al
H
ecta
re
DO
C/M
-405
2/15
K
anuv
atiy
il, P
.O.K
ando
th
Dt 3
0.11
.201
5
15
M.R
ajan
A
lapp
adam
b Ta
lipar
amba
4
78/1
0.
0972
42
4/15
-16/
MM
/LT/
CR
PS/
29.1
1.16
S/o
Ram
an, C
halu
vala
ppil
Hou
se,
H
ecta
re
DO
C/M
-528
3/15
P
.O.T
him
iri 6
70 3
14
Dt 3
0.11
.201
5
16
Rag
hava
n.D
. P
anap
uzha
K
annu
r 1
/1
0.09
71
425/
15-1
6/M
M/L
T/C
RPS
/ 29
.11.
16
S
/o K
unhi
ram
an,
H
ecta
re
DO
C/M
-438
5/15
D
herm
al H
ouse
, P.O
.Pila
thar
a
D
t 30.
11.2
015
17
G
anga
dhar
an.
Per
inth
atta
Ta
lipar
amba
1
32/1
A
0.09
71
426/
15-1
6/M
M/L
T/C
RPS
/ 01
.12.
16
S
/o K
unhi
ram
an, P
uthi
ya V
eetti
l Hou
se,
H
ecta
re
DO
C/M
-476
7/15
P
.O.K
utto
or 6
70 3
06
Dt 0
2.12
.201
5
18
Moh
anan
.P.T
. A
lapp
adam
b Ta
lipar
amba
4
88/2
0.
0972
42
7/15
-16/
MM
/LT/
CR
PS/
01.1
2.16
Pal
eri T
haiv
alap
pil,
P.O
.Ola
tt
Hec
tare
D
OC
/M-5
265/
15
Via
Thr
ikka
ripur
, Kar
sarg
od 6
71 3
10
Dt 0
2.12
.201
5
19
Kun
hika
nnan
Tr
ipra
ngot
tur
Thal
asse
ri 1
58/2
9.
71
428/
15-1
6/M
M/L
T/C
RPS
/ 01
.12.
16
S
/o K
oran
,
A
re
DO
C/M
-557
5/15
S
ivam
Bha
van,
P.O
.Put
hoor
D
t 02.
12.2
015
20
R
ajee
van.
A.
Kut
tiatto
or
Talip
aram
ba
76/
3 0.
0971
42
9/15
-16/
MM
/LT/
CR
PS/
01.1
2.16
S/o
Ach
utha
n, A
riyam
batt
Hou
se,
H
ecta
re
DO
C/M
-398
9/15
P
.O.N
arat
h 67
0 60
3
D
t 02.
12.2
015
21
Sur
esha
n.V
.P.
Ala
ppad
amb
Talip
aram
ba
478
/1
0.09
71
430/
15-1
6/M
M/L
T/C
RPS
/ 06
.12.
16
S
/o A
mbr
onte
Am
bu, V
adak
kepo
yil H
ouse
,
Hec
tare
D
OC
/M-5
284/
15
P.O
.Kot
akka
d, K
asar
god
671
310
Dt 0
7.12
.201
5
22
Pur
usho
tham
an.M
. K
allia
d Iri
tty
23/
1 0.
24
431/
15-1
6/M
M/L
T/C
RPS
/ 06
.12.
16
S
/o K
unhi
kann
an,
Mad
appu
ra H
ouse
,
Acr
e D
OC
/M-5
543/
15
Ura
thur
, P.O
.Kos
avan
vaya
l 670
593
D
t 07.
12.2
015
23
S
anth
osh
Kum
ar.K
. C
hava
sser
i Iri
tty
105
0.09
71
432/
15-1
6/M
M/L
T/C
RPS
/ 06
.12.
16
S
/o K
utta
n, P
adm
alay
am, P
.O. V
enga
Hec
tare
D
OC
/M-4
475/
15
Sha
stha
mko
tta, K
olla
m
Dt 0
7.12
.201
5
24
Raj
esh.
P.
Per
inth
atta
Ta
lipar
amba
4
5/1
0.09
71
433/
15-1
6/M
M/L
T/C
RPS
/ 06
.12.
16
S
/o N
aray
anan
, Par
ukka
ran
Hou
se,
H
ecta
re
DO
C/M
-557
3/15
P
.O.P
urak
kunn
u 67
0 30
6
D
t 07.
12.2
015
25
S
anth
osh
Kum
ar.T
. K
utto
or
Talip
aram
ba
131
/1A
1 0.
0971
43
4/15
-16/
MM
/LT/
CR
PS/
06.1
2.16
S/o
Pat
hman
abha
n, T
hant
hray
i Hou
se,
H
ecta
re
DO
C/M
-466
2/15
M
aila
nche
ri, P
.O.K
utto
or
Dt 0
7.12
.201
5
26
Ash
okan
.K.
Per
inth
atta
Ta
lipar
amba
4
6/1A
0.
0971
43
5/15
-16/
MM
/LT/
CR
PS/
06.1
2.16
S/o
Kun
hika
nnan
Hec
tare
D
OC
/M-3
992/
15
Kat
toor
Hou
se, P
.O.P
orak
kunn
u 67
0 30
6
D
t 07.
12.2
015
27
H
arid
as.N
.P.
Ram
anth
ali
Talip
aram
ba
22
0.09
71
436/
15-1
6/M
M/L
T/C
RPS
/ 06
.12.
16
S
/o M
.Dam
odha
ran,
Hec
tare
D
OC
/M-4
235/
15
Nad
uvile
Pur
ayil,
P.O
.Pal
akko
de 6
70 3
05
Dt 0
7.12
.201
5
28
Rag
hava
n.P.
V.
Kan
kol
Talip
aram
ba
258
/3
0.09
71
437/
15-1
6/M
M/L
T/C
RPS
/ 08
.12.
16
S
/o A
mbu
, Put
hen
Veet
til,
H
ecta
re
DO
C/M
-561
2/15
P
.O.C
hala
kkod
e 67
0 30
7
D
t 09.
12.2
015
29
Jo
hn
Kel
akom
Iri
tty
kpd
260
/1
0.09
7 43
8/15
-16/
MM
/LT/
CR
PS/
08.1
2.16
S/o
Joh
n, C
heru
sser
i Hou
se,
H
ecta
re
DO
C/M
-546
9/15
P
.O.C
hetti
yam
para
mb
670
674
Dt 0
9.12
.201
5
30
Suv
arna
n.P
.V.
Per
inth
atta
Ta
lipar
amba
76
/2
0.09
71
439/
15-1
6/M
M/L
T/C
RPS
/ 08
.12.
16
S
/o K
unha
ppan
, Put
hiya
Vee
ttil H
ouse
,
Hec
tare
D
OC
/M-4
638/
15
P.O
.Kut
toor
670
306
D
t 09.
12.2
015
31
Th
omas
.K.K
. E
ruve
ssi
Talip
aram
ba
64/
2 0.
0931
44
0/15
-16/
MM
/LT/
CR
PS/
08.1
2.16
S/o
Kur
iyan
, Kuz
him
ullil
Hou
se,
H
ecta
re
DO
C/M
-448
0/15
E
ruve
ssi,
P.O
.Chu
ndak
unnu
670
632
D
t 09.
12.2
015
32
A
bdul
Naz
ar.C
.K.
Nid
iyen
ga
Talip
aram
ba
4 0.
0971
44
1/15
-16/
MM
/LT/
CR
PS/
08.1
2.16
S
/o M
uham
med
, C
.K.H
ouse
,
Hec
tare
D
OC
/M-4
946/
15
P.O
.Mal
appa
ttam
670
631
D
t 09.
12.2
015
33
R
athe
esh
Phi
lip
Eru
vess
i Ta
lipar
amba
57
24
44
2/15
-16/
MM
/LT/
CR
PS/
13.1
2.16
S/o
Pai
li, V
anjip
uray
il H
ouse
,
Cen
t D
OC
/M-4
564/
15
P.O
.Nel
likut
ty 6
70 6
32
Dt 1
4.12
.201
5
34
Ane
esh
Kum
ar.C
. S
reek
anda
pura
m
Talip
aram
ba
252
/5
0.09
71
443/
15-1
6/M
M/L
T/C
RPS
/ 13
.12.
16
S
/o K
.Kun
ham
bu,
H
ecta
re
DO
C/M
-494
5/15
C
hath
oth
Hou
se, P
.O.M
alap
patta
m 6
70 6
31
Dt 1
4.12
.201
5
35
San
thos
h.V.
V.
Eru
vess
i Ta
lipar
amba
10
9/1A
48
44
4/15
-16/
MM
/LT/
CR
PS/
13.1
2.16
S/o
Kris
hnan
Nam
biar
,
Cen
t D
OC
/M-4
944/
15
Vel
luva
Vee
ttil,
P.O
.Kai
thap
ram
670
631
D
t 14.
12.2
015
36
S
uren
dran
.V.V
. N
idiy
enga
Ta
lipar
amba
30
24
44
5/15
-16/
MM
/LT/
CR
PS/
13.1
2.16
S/o
Nar
ayan
an
C
ent
DO
C/M
-574
9/15
V
aliy
a V
alap
pil
Hou
se,
P.O
.Nid
iyen
ga 6
70
631
Dt 1
4.12
.201
5
37
Jose
V.S
. P
adiy
oor
Iritty
5
1/1
0.09
71
446/
15-1
6/M
M/L
T/C
RPS
/ 13
.12.
16
S
/o S
teep
hen,
Val
lark
attil
Hou
se,
H
ecta
re
DO
C/M
-541
6/15
K
allu
vaya
l, P
.O.P
adiy
oor 6
70 7
03
Dt 1
4.12
.201
5
38
Sun
il K
umar
Pad
inha
kkar
a Th
imiri
Ta
lipar
amba
1
00/2
A
24
447/
15-1
6/M
M/L
T/C
RPS
/ 13
.12.
16
P
adin
hakk
ara
Hou
se,
C
ent
DO
C/M
-328
8/15
P
.O.K
arip
pal 6
70 5
81
Dt 1
4.12
.201
5
39
San
esh
Chu
zhal
i Ta
lipar
amba
72
/1A
1 0.
0972
44
8/15
-16/
MM
/LT/
CR
PS/
13.1
2.16
S/o
Jan
ardh
anan
, Vay
a V
eetti
l,
Hec
tare
D
OC
/M-3
149/
15
Kol
atho
or, C
huzh
ali.P
.O. 6
70 1
41
Dt 1
4.12
.201
5
40
Jana
rdha
nan.
P.V
. Th
illenk
eri
Iritty
64
0.
0678
44
9/15
-16/
MM
/LT/
CR
PS/
15.1
2.16
S/o
Kam
mar
an N
air,
H
ecta
re
DO
C/M
-574
5/15
S
reen
ilaya
m, P
.O.T
hille
nger
i 670
702
D
t 16.
12.2
015
41
M
eri K
uriy
an
Eru
vess
i Ta
lipar
amba
1
09/1
A
0.09
71
450/
15-1
6/M
M/L
T/C
RPS
/ 15
.12.
16
D
/o K
uriy
an
H
ecta
re
DO
C/M
-500
1/15
K
uzhi
mul
lil H
ouse
, P
.O.C
hund
akun
nu 6
70
632
Dt 1
6.12
.201
5
42
Unn
ikris
hnan
.K.K
. N
idiy
enga
Ta
lipar
amba
42
24
45
1/15
-16/
MM
/LT/
CR
PS/
15.1
2.16
S/o
App
u N
ambi
ar, K
rishn
a K
ripa,
Cen
t D
OC
/M-5
651/
15
Vel
am, P
.O.M
ayyi
l 670
602
D
t 16.
12.2
015
43
E
.P.S
hara
fudh
een
Kal
liad
Iritty
4
6/4
0.09
71
452/
15-1
6/M
M/L
T/C
RPS
/ 20
.12.
16
S
/o A
bdul
Rah
iman
, Sub
aida
Man
zil,
H
ecta
re
DO
C/M
-562
4/15
P
.O.M
ayyi
l 670
602
D
t 21.
12.2
015
44
R
eji.V
.J.
Pay
yavo
or
Talip
aram
ba
1/1
0.
1943
45
3/15
-16/
MM
/LT/
CR
PS/
20.1
2.16
S/o
Jos
eph,
Vat
hil K
unne
l Hou
se,
H
ecta
re
DO
C/M
-528
8/15
P
.O.T
hond
ayil,
Via
. Per
avoo
r 670
673
D
t 21.
12.2
015
45
R
avee
ndra
.K.P
. A
lapp
adam
b Ta
lipar
amba
11
0.
0971
45
4/15
-16/
MM
/LT/
CR
PS/
20.1
2.16
S/o
Kun
happ
an, K
uttip
urat
h H
ouse
,
Hec
tare
D
OC
/M-5
209/
15
P.O
.Pad
iyot
tuch
al 6
70 3
07
Dt 2
1.12
.201
5
46
P.P
ram
od
Per
inth
atta
Ta
lipar
amba
1
32/1
A
0.48
56
455/
15-1
6/M
M/L
T/C
RP
S/
21.1
2.16
S/o
Bal
an, K
.K.P
aram
b H
ouse
,
Hec
tare
D
OC
/M-5
533/
15
P.O
.Man
gatti
dam
670
643
D
t 22.
12.2
015
47
R
athe
esh.
K.V
. K
orom
Ta
lipar
amba
1
06/3
24
45
6/15
-16/
MM
/LT/
CR
PS/
22.1
2.16
S/o
K.T
.Kar
unak
aran
Cen
t D
OC
/M-5
867/
15
Ala
kkat
t, P
.O.K
anko
l 670
307
D
t 23.
12.2
015
48
M
anoj
Kum
ar.K
. P
ayam
Iri
tty
84
0.09
71
457/
15-1
6/M
M/L
T/C
RPS
/ 22
.12.
16
S
/o D
amu,
Kar
uvat
h H
ouse
,
Hec
tare
D
OC
/M-5
742/
15
P.O
.Man
anth
eri 6
70 6
43
Dt 2
3.12
.201
5
49
Mah
esh.
K.P
. K
anko
l Ta
lipar
amba
1
83/3
0.
0575
45
8/15
-16/
MM
/LT/
CR
PS/
22.1
2.16
S/o
V.V
.Kris
hna
Podu
val,K
unna
th M
anay
il
H
ecta
re
DO
C/M
-579
5/15
P
ayya
daka
th H
ouse
, P.O
.Kan
kol 6
70 3
07
Dt 2
3.12
.201
5
50
Sas
heen
dran
.V.C
. K
allia
d Iri
tty
46/
4 0.
24
459/
15-1
6/M
M/L
T/C
RPS
/ 22
.12.
16
S
/o
V.V
elay
udha
n,
Val
iyar
amba
thch
alil
Hou
se,
A
cre
DO
C/M
-465
9/15
P
.O.P
avan
door
, Koz
hiko
de 6
73 6
13
Dt 2
3.12
.201
5
51
Jasi
m.K
.K.
Kal
liad
Iritty
2
3/1
0.19
42
460/
15-1
6/M
M/L
T/C
RPS
/ 22
.12.
16
S
/o
Kunh
abdu
lla
Haj
i, K
unnd
ukan
dath
il H
ouse
,
Hec
tare
D
OC
/M-5
492/
15
P.O
.Pen
mer
ipar
amba
il, K
ozhi
kode
673
542
D
t 23.
12.2
015
52
M
ajee
d P
atta
r Kad
aval
K
allia
d Iri
tty
46/
4 0.
0971
46
1/15
-16/
MM
/LT/
CR
PS/
22.1
2.16
S/o
Kun
hiko
ya, P
atta
rkad
avan
Hou
se,
H
ecta
re
DO
C/M
-542
9/15
P
.O.P
atta
rkad
av, M
alap
pura
m 6
76 5
19
Dt 2
3.12
.201
5
53
Ham
za K
utty
.P.P
. K
allia
d Iri
tty
46/
4 0.
0971
46
2/15
-16/
MM
/LT/
CR
PS/
22.1
2.16
S/o
Moi
du, P
anni
yam
kand
i Put
hiya
Pur
ayil
H
ecta
re
DO
C/M
-585
7/15
H
ouse
, P.O
.Kol
ache
ri 67
0 60
1
D
t 23.
12.2
015
54
R
iyas
.K.
Kal
liad
Iritty
1
0.09
71
463/
15-1
6/M
M/L
T/C
RPS
/ 22
.12.
16
S
/o M
uham
med
, Riy
as M
anzi
l
Hec
tare
D
OC
/M-5
824/
15
P.O
.Eda
yann
ur 6
70 5
95
Dt 2
3.12
.201
5
55
Yak
hoob
.M.
Kal
liad
Iritty
4
6/4
0.48
46
4/15
-16/
MM
/LT/
CR
PS
/ 22
.12.
16
S
/o K
amal
Haj
i.E.P
.
Acr
e D
OC
/M-5
856/
15
Fird
ous
Man
zil,
P.O
.Ela
mba
ra 6
70 5
95
Dt 2
3.12
.201
5
56
Saj
esh
Bha
rath
an
Kee
zhur
Iri
tty
48
0.09
71
465/
15-1
6/M
M/L
T/C
RPS
/ 22
.12.
16
S
/o B
hara
than
, San
thos
h,
H
ecta
re
DO
C/M
-545
3/15
P
.O.T
hala
sser
i 670
101
D
t 23.
12.2
015
57
P
rath
osh.
P.
Kal
liad
Iritty
4
6/4
0.09
71
466/
15-1
6/M
M/L
T/C
RPS
/ 27
.12.
16
S
/o P
rem
araj
an, P
ayat
t Hou
se,
H
ecta
re
DO
C/M
-514
4/15
P
.O.P
atta
nnur
670
595
D
t 28.
12.2
015
58
P
raka
san.
P.
Kan
kol
Talip
aram
ba
200
0.09
71
467/
15-1
6/M
M/L
T/C
RPS
/ 27
.12.
16
S
/o C
hant
huku
tty N
ambi
ar,
H
ecta
re
DO
C/M
-586
5/15
P
ayya
daka
th H
ouse
, P.O
.Kan
kol 6
70 3
07
Dt 2
8.12
.201
5
59
Sus
hobh
Kon
gatt
Cha
vass
eri
Iritty
3
0.09
71
468/
15-1
6/M
M/L
T/C
RPS
/ 27
.12.
16
S
/o K
.Suk
umar
an, S
usha
nth
Niv
as,
H
ecta
re
DO
C/M
-586
4/15
P
.O.S
ivap
uram
670
702
D
t 28.
12.2
015
60
M
uham
med
Asl
am.P
.P.
Pay
am
Iritty
3
/1B
0.
0971
46
9/15
-16/
MM
/LT/
CR
PS/
27.1
2.16
S/o
Abd
ulla
, T.C
.Niv
as,
H
ecta
re
DO
C/M
-596
5/15
P
.O.N
irmal
agiri
670
701
D
t 28.
12.2
015
61
P
rajit
h Ku
mar
.K.
Kal
liad
Iritty
3
/1
0.09
72
470/
15-1
6/M
M/L
T/C
RPS
/ 29
.12.
16
S
/o K
unha
mbu
Nai
r,
Hec
tare
D
OC
/M-5
798/
15
Kris
hna
Krip
a, P
.O.K
allia
d 67
0 59
3
D
t 30.
12.2
015
62
Ib
rahi
m K
utty
.K.
Cha
vass
eri
Iritty
1
09/1
0.
0971
47
1/15
-16/
MM
/LT/
CR
PS/
29.1
2.16
S/o
Moi
deen
, Sha
hina
Man
zil
H
ecta
re
DO
C/M
-592
5/15
P
.O.K
olar
i 670
702
D
t 30.
12.2
015
63
V
ishn
u K
umar
.T.K
. P
ayam
Iri
tty
3/1
B
0.09
71
472/
15-1
6/M
M/L
T/C
RPS
/ 29
.12.
16
S
/o K
rishn
an, T
hula
si B
hava
n
Hec
tare
D
OC
/M-5
991/
15
P.O
.Kat
hiro
or 6
70 6
42
Dt 3
0.12
.201
5
64
Ahn
as.P
. E
ram
am
Talip
aram
ba
114
/2
0.09
15
473/
15-1
6/M
M/L
T/C
RPS
/ 29
.12.
16
S
/o M
uham
med
, Pila
thot
ti H
ouse
,
Hec
tare
D
OC
/M-4
533/
15
P.O
.Pan
nass
eri,
Koz
hiko
de 6
73 5
85
Dt 3
0.12
.201
5
65
Shy
ju.M
. K
anko
l Ta
lipar
amba
1
15/1
0.
069
474/
15-1
6/M
M/L
T/C
RPS
/ 29
.12.
16
S
/o K
.V.N
aray
anan
, Mak
kina
di H
ouse
,
Hec
tare
D
OC
/M-5
794/
15
P
.O.K
anko
l 670
307
D
t 30.
12.2
015
66
P
rasa
ntha
n.K
.P.
Mal
apat
tam
Ta
lipar
amba
6
1/2
0.09
71
475/
15-1
6/M
M/L
T/C
RPS
/ 29
.12.
16
P
onth
ayat
t Put
hiya
Pur
ayil
Hou
se,
H
ecta
re
DO
C/M
-562
3/15
P
.O.M
alap
patta
m 6
70 6
31
Dt 3
0.12
.201
5
67
Abo
obac
ker.T
.K.
Kol
ari
Iritty
2
1/1
0.09
72
476/
15-1
6/M
M/L
T/C
RP
S/
29.1
2.16
S
/o
May
an
Mus
alya
r, Th
adat
hum
kand
i H
ouse
,
Hec
tare
D
OC
/M-5
993/
15
E
laya
nnur
, P
.O.P
.R.N
agar
, M
atta
nnur
670
70
2
D
t 30.
12.2
015
68
K
unhi
ram
an.B
. K
allia
d Iri
tty
46/
4 0.
24
477/
15-1
6/M
M/L
T/C
RPS
/ 10
.01.
17
S
/o K
anna
n,
A
cre
DO
C/M
-535
5/15
Th
appi
chal
Hou
se, P
.O.K
uttia
ttoor
670
602
D
t 11.
01.2
016
69
V
argh
ese
Kel
akom
Iri
tty
Kpd
339
/2
0.09
71
478/
15-1
6/M
M/L
T/C
RPS
/ 10
.01.
17
S
/o J
osep
h,
H
ecta
re
DO
C/M
-603
0/15
N
adap
urat
h H
ouse
, P.O
.Kan
icha
r 670
674
D
t 11.
01.2
016
70
S
habu
.K.
Man
anth
eri
Thal
asse
ri 3
2/4
0.19
42
479/
15-1
6/M
M/L
T/C
RPS
/ 10
.01.
17
S
/o G
opi,
Cha
mat
hayu
llapa
ram
bath
Hou
se,
H
ecta
re
DO
C/M
-586
6/15
P
.O.C
heru
vanc
heri
670
650
Dt 1
1.01
.201
6
71
Cha
ndra
n.K
.V.
Nid
iyen
ga
Talip
aram
ba
29
0.09
71
480/
15-1
6/M
M/L
T/C
RPS
/ 10
.01.
17
S
/o K
unha
mbu
, Kun
nath
Val
appi
l Hou
se,
H
ecta
re
DO
C/M
-598
8/15
P
.O.C
heng
alla
yi 6
70 6
31
Dt 1
1.01
.201
6
72
Ani
l Kum
ar.P
.P.
Man
anth
eri
Thal
asse
ri 2
97/1
0.
0971
48
1/15
-16/
MM
/LT/
CR
PS/
10.0
1.17
S/o
Kun
hika
nnan
,Par
amba
th P
oray
i Hou
se,
H
ecta
re
DO
C/M
-604
5/15
E
lank
ode,
Pan
oor 6
70 6
92
Dt 1
1.01
.201
6
73
Bha
skar
an.K
. M
anan
ther
i Th
alas
seri
297
/1
0.09
71
482/
15-1
6/M
M/L
T/C
RPS
/ 13
.01.
17
S
/o N
anu,
Ann
eri N
ivas
,
Hec
tare
D
OC
/M-6
031/
15
P.O
.Mut
hiye
nga
D
t 14.
01.2
016
74
Th
oone
ri R
avee
ndra
n M
anan
ther
i Th
alas
seri
25/
1 0.
0971
48
3/15
-16/
MM
/LT/
CR
PS/
13.0
1.17
S/o
Nar
ayan
an,
H
ecta
re
DO
C/M
-609
3/15
Th
oone
ri N
ivas
, P.O
.Kol
ari 6
70 7
02
Dt 1
4.01
.201
6
75
Rag
huna
dhan
.C.
Kut
tiyer
i Ta
lipar
amba
2
2/8
0.06
48
484/
15-1
6/M
M/L
T/C
RPS
/ 17
.01.
17
S
/o K
elu
Nam
biar
, Cho
orik
katt
Hou
se,
H
ecta
re
DO
C/M
-579
7/15
P
.O.K
uttiy
eri 6
70 1
41
Dt 1
8.01
.201
6
76
Aja
ya K
umar
.V.P
. K
uttiy
eri
Talip
aram
ba
22
/5
0.06
48
485/
15-1
6/M
M/L
T/C
RPS
/ 17
.01.
17
S
/o P
.Kris
hnan
, Pay
yara
tta H
ouse
,
Hec
tare
D
OC
/M-5
796/
15
P
.O.K
angi
rang
ad 6
70 1
42
Dt 1
8.01
.201
6
77
Rag
hava
n.P.
P
anni
yoor
Ta
lipar
amba
3
1/1
0.09
72
486/
15-1
6/M
M/L
T/C
RPS
/ 17
.01.
17
S
/o B
alan
, Pul
ikku
nnil
Hou
se,
H
ecta
re
DO
C/M
-33/
16
P.O
.Kur
umat
hoor
670
142
D
t 18.
01.2
016
78
H
amsa
.A.C
. K
allia
d Iri
tty
46/
4 0.
0971
48
7/15
-16/
MM
/LT/
CR
PS/
17.0
1.17
S/o
V.V
.Mam
mu,
Hec
tare
D
OC
/M-2
01/1
6
A
raya
kkee
l Hou
se, K
allia
d.P.
O. 6
70 5
93
Dt 1
8.01
.201
6
79
San
thos
h.P.
P.
Nid
iyen
ga
Talip
aram
ba
5 0.
0971
48
8/15
-16/
MM
/LT/
CR
PS/
17.0
1.17
S/o
Kan
nan,
Put
hiya
Pur
ayil
Hou
se,
H
ecta
re
DO
C/M
-143
/16
P.O
.Kay
aral
am 6
70 6
02
Dt 1
8.01
.201
6
80
Sun
il K
umar
.K.
Kal
liad
Iritty
2
3/1
0.09
71
489/
15-1
6/M
M/L
T/C
RPS
/ 17
.01.
17
S
/o R
agha
van
Cha
ndra
thil,
Hec
tare
D
OC
/M-5
754/
15
Sun
il N
ivas
, Kut
tiatto
or 6
70 6
02
Dt 1
8.01
.201
6
81
Mun
eer K
aniy
atho
di
Chu
zhal
i Ta
lipar
amba
2
23/2
0.
0972
49
0/15
-16/
MM
/LT/
CR
PS/
17.0
1.17
S/o
Kut
ty H
assa
n
Hec
tare
D
OC
/M-4
637/
15
K
aniy
atho
di,
Kad
ampu
zha.
P.O
., M
alap
pura
m
Dt 1
8.01
.201
6
82
Pra
kasa
n.C
. K
anko
l Ta
lipar
amba
1
63/3
0.
0603
49
1/15
-16/
MM
/LT/
CR
PS/
19.0
1.17
S/o
Dam
odha
ran,
Chi
ttayi
re H
ouse
,
Hec
tare
D
OC
/M-6
092/
15
P.O
.Ettu
kudu
kka
670
521
Dt 2
0.01
.201
6
83
Muh
amm
ed K
unhi
Anj
ilath
K
adan
appa
lli
Kan
nur
84/
2A
0.09
71
492/
15-1
6/M
M/L
T/C
RPS
/ 19
.01.
17
S
/o A
zain
ar,A
njila
th H
ouse
,
Hec
tare
D
OC
/M-5
743/
15
P.O
.Pila
thar
a 67
0 50
1
D
t 20.
01.2
016
84
S
unil
Thom
as
Koo
veri
Talip
aram
ba
145
/2
24
493/
15-1
6/M
M/L
T/C
RPS
/ 19
.01.
17
S
/o T
hom
as, P
uthu
ppar
ambi
l Hou
se,
188
Cen
t D
OC
/M-2
9/16
R
anda
mka
dav
670
706
Dt 2
0.01
.201
6
85
Pre
man
.K.A
. M
anan
ther
i Th
alas
seri
41/
2 0.
0971
49
4/15
-16/
MM
/LT/
CR
PS/
24.0
1.17
S/o
Nan
u, K
rishn
ajan
am
H
ecta
re
DO
C/M
-200
/16
P.O
.Man
anth
eri 6
70 6
43
Dt 2
5.01
.201
6
86
Rag
hava
n M
oola
yi
Man
anth
eri
Thal
asse
ri 2
97/1
0.
0971
49
5/15
-16/
MM
/LT/
CR
PS/
24.0
1.17
S/o
Kan
nan,
Cha
ndro
th H
ouse
,
Hec
tare
D
OC
/M-5
747/
15
P.O
.Chi
ttarip
aram
ba 6
70 6
50
Dt 2
5.01
.201
6
87
San
deep
.T.,
Kur
umat
hoor
Ta
lipar
amba
4
3/2
0.09
72
496/
15-1
6/M
M/L
T/C
RPS
/ 24
.01.
17
S
/o S
reed
hara
n, S
ande
ep N
ivas
,
Hec
tare
D
OC
/M-5
935/
15
P.O
.Kur
umat
hoor
670
142
D
t 25.
01.2
016
88
Sha
ji.A
.K.
Put
hur
Thal
asse
ri 1
51/1
24
49
7/15
-16/
MM
/LT/
CR
PS/
24.0
1.17
S/o
Bal
an, A
mba
lath
umka
ndi H
ouse
,
Cen
t D
OC
/M-5
987/
15
P.O
.Mut
hiye
nga
670
691
Dt 2
5.01
.201
6
89
Sha
ji.V
.V.
Put
hur
Thal
asse
ri 1
51/1
24
49
8/15
-16/
MM
/LT/
CR
PS/
24.0
1.17
S/o
M.R
amac
hand
ran
C
ent
DO
C/M
-594
4/15
A
thol
imm
al H
ouse
, P.O
.Man
anth
eri 6
70 6
43
Dt 2
5.01
.201
6
90
Nam
ath
Anee
sh
Pay
am
Iritty
1
/1
0.09
71
499/
15-1
6/M
M/L
T/C
RPS
/ 24
.01.
17
S
/o B
alan
, Nam
ath
Hou
se,
H
ecta
re
DO
C/M
-86/
16
P.O
.Tha
nako
ttoor
, Koz
hiko
de 6
75 5
09
Dt 2
5.01
.201
6
91
Mad
hu.P
.P.
Put
hur
Thal
asse
ri 8
24
500/
15-1
6/M
M/L
T/C
RPS
/ 24
.01.
17
S
/o K
anar
an, P
aray
ulla
Par
amba
th H
ouse
,
Cen
t D
OC
/M-6
097/
15
Kal
luva
lapp
u, P
.O.C
heru
vanc
heri
670
650
Dt 2
5.01
.201
6
92
Sun
il.P
. M
uzha
kkun
nu
Iritty
1
91/3
0.
0971
50
1/15
-16/
MM
/LT/
CR
PS/
24.0
1.17
S/o
Sre
edha
ran,
San
dhya
Bha
van
H
ecta
re
DO
C/M
-582
8/15
P
.O.M
atta
nnur
670
702
D
t 25.
01.2
016
93
B
iju.V
. M
uzha
kkun
nu
Iritty
20
6 0.
1943
50
2/15
-16/
MM
/LT/
CR
PS
/ 24
.01.
17
S
/o A
ndi,
Koo
vayi
l Hou
se,
H
ecta
re
DO
C/M
-579
3/15
P
.O.K
olar
i 670
702
D
t 25.
01.2
016
94
M
anoj
Kum
ar.K
. M
anan
ther
i Th
alas
seri
41/
2 0.
0971
50
3/15
-16/
MM
/LT/
CR
PS/
26.0
1.17
S/o
Dam
u, K
aruv
ath
Hou
se,
H
ecta
re
DO
C/M
-602
7/15
P
.O.M
anan
ther
i 670
643
D
t 27.
01.2
016
95
G
eorg
e K
utty
E
ruve
ssi
Talip
aram
ba
57
24
504/
15-1
6/M
M/L
T/C
RPS
/ 26
.01.
17
S
/o A
brah
am, A
ncha
nikk
al H
ouse
,
Cen
t D
OC
/M-2
7/16
P
.O.E
ruve
ssi 6
70 6
32
Dt 2
7.01
.201
6
96
M.R
amac
hand
ran
Kee
zhal
lur
Thal
asse
ri 39
0.
1942
50
5/15
-16/
MM
/LT/
CR
PS/
26.0
1.17
S/o
Kris
hnan
Nam
biar
,
Hec
tare
D
OC
/M-5
354/
15
K
rishn
a N
ivas
, K
othe
ri, P
.O.M
atta
nnur
670
70
2
D
t 27.
01.2
016
97
Ja
mes
Joh
n M
anat
hana
Iri
tty
57/
1A
0.09
71
506/
15-1
6/M
M/L
T/C
RPS
/ 26
.01.
17
S
/o J
ohn,
Nel
limoo
ttil H
ouse
,
Hec
tare
D
OC
/M-5
565/
15
P.O
.Kan
icha
r 670
674
D
t 27.
01.2
016
98
N
aray
anan
.V.K
. K
olac
heri
Talip
aram
ba
20
0.09
71
507/
15-1
6/M
M/L
T/C
RPS
/ 02
.02.
17
S
/o K
anna
n.E
.V.
H
ecta
re
DO
C/M
-568
3/15
K
attil
Hou
se, P
.O.M
ayyi
l
D
t 03.
02.2
016
99
A
nu R
aj R
ayar
oth
Man
anth
eri
Thal
asse
ri 4
1/2
0.09
71
508/
15-1
6/M
M/L
T/C
RPS
/ 02
.02.
17
N
anda
nam
,
Hec
tare
D
OC
/M-6
032/
15
P.O
.Chi
ttarip
aram
ba 6
70 6
50
Dt 0
3.02
.201
6
100
Raj
u.P.
M
anan
ther
i Th
alas
seri
41/
2 0.
0971
50
9/15
-16/
MM
/LT/
CR
PS/
02.0
2.17
S/o
Gov
inda
n, K
aith
akka
l Hou
se,
H
ecta
re
DO
C/M
-203
/16
P.O
.Man
anth
eri 6
70 6
43
Dt 0
3.02
.201
6
101
Ham
za.K
.P.
Chu
zhal
i Ta
lipar
amba
3
83/4
0.
0971
51
0/15
-16/
MM
/LT/
CR
PS/
02.0
2.17
S/o
Moi
deen
, Kal
loth
u P
uthi
ya P
uray
il
Hec
tare
D
OC
/M-2
04/1
6
P
.O.C
heng
alla
yi 6
70 6
31
Dt 0
3.02
.201
6
102
Ass
ees.
K.P
. P
atta
nnur
Th
alas
seri
40
0.09
72
511/
15-1
6/M
M/L
T/C
RPS
/ 02
.02.
17
N
afiy
a M
anzi
l,
H
ecta
re
DO
C/M
-28/
16
P.O
.May
yil 6
70 6
02
Dt 0
3.02
.201
6
103
Ash
raf.M
. C
huzh
ali
Talip
aram
ba
383
/2
0.09
71
512/
15-1
6/M
M/L
T/C
RPS
/ 02
.02.
17
S
/o M
oide
en, M
arut
hiyo
dank
andi
Hou
se,
H
ecta
re
DO
C/M
-599
2/15
P
.O.P
ayya
voor
670
631
D
t 03.
02.2
016
10
4 S
udhe
ep
Chu
zhal
i Ta
lipar
amba
42
/4
0.19
43
513/
15-1
6/M
M/L
T/C
RPS
/ 02
.02.
17
S
/o V
elay
udha
n, K
anna
mba
lli H
ouse
,
Hec
tare
D
OC
/M-1
42/1
6
P
.O.K
adam
puzh
a, M
alap
pura
m 6
76 5
53
Dt 0
3.02
.201
6
105
Raj
esh.
C.
Kol
ache
ri Ta
lipar
amba
1
0.09
71
514/
15-1
6/M
M/L
T/C
RPS
/ 02
.02.
17
S
/o K
unhi
kann
an, C
hulle
ri H
ouse
,
Hec
tare
D
OC
/M-5
680/
15
P.O
.Kol
ache
ri 67
0 60
1
D
t 03.
02.2
016
10
6 V
inod
han.
T.V
. K
allia
d Iri
tty
3/
1 0.
0971
51
5/15
-16/
MM
/LT/
CR
PS/
02.0
2.17
S/o
Kun
ham
bu, T
ham
ara
Vala
ppil
Hou
se,
H
ecta
re
DO
C/M
-144
/16
P.O
.Kan
giro
de 6
70 5
92
Dt 0
3.02
.201
6
107
V.C
.Gan
gadh
aran
C
hava
sser
i Iri
tty
104
0.09
71
516/
15-1
6/M
M/L
T/C
RPS
/ 02
.02.
17
S
/o N
aray
anan
, Raj
ani N
ivas
,
Hec
tare
D
OC
/M-2
6/16
P
.O.U
liyil
670
702
Dt 0
3.02
.201
6
108
Sne
hara
jan.
P.S
. P
ayya
voor
Ta
lipar
amba
60
0.
0971
51
7/15
-16/
MM
/LT/
CR
PS/
07.0
2.17
S/o
Siv
an P
otta
yil
H
ecta
re
DO
C/M
-543
0/15
P
otta
yil H
ouse
, P.O
.Ulik
kal 6
70 7
05
Dt 0
8.02
.201
6
109
Man
oj K
umar
.K.
Pay
am
Iritty
1
/1
0.09
71
518/
15-1
6/M
M/L
T/C
RPS
/ 07
.02.
17
S
/o D
amu,
Kar
uvat
h H
ouse
,
Hec
tare
D
OC
/M-3
93/1
6
P
.O.M
anan
ther
i 670
643
D
t 08.
02.2
016
11
0 S
asi.M
., K
eezh
allu
r Th
alas
seri
119
/3
0.09
71
519/
15-1
6/M
M/L
T/C
RPS
/ 07
.02.
17
S
/o M
.Bal
an, K
avul
lapa
ram
bath
Hou
se,
H
ecta
re
DO
C/M
-438
/16
P
.O.K
eezh
allu
r 670
612
D
t 08.
02.2
016
11
1 P
raka
shan
.P.V
. K
allia
d Iri
tty
3/
1 0.
24
520/
15-1
6/M
M/L
T/C
RPS
/ 07
.02.
17
S
/o K
unha
ppa,
Cha
ndra
thil
Veed
u,
A
cre
DO
C/M
-356
/16
P.O
.Kut
tiatto
or 6
70 6
02
Dt 0
8.02
.201
6
112
Pra
kash
an.P
.V.
Kal
liad
Iritty
3/1
0.24
52
1/15
-16/
MM
/LT/
CR
PS/
07.0
2.17
S/o
Kun
happ
a, C
hand
rath
il Ve
edu,
Acr
e D
OC
/M-3
57/1
6
P
.O.K
uttia
ttoor
670
602
D
t 08.
02.2
016
11
3 U
nnik
rishn
an
Nid
iyen
ga
Talip
aram
ba
1/1
24
52
2/15
-16/
MM
/LT/
CR
PS/
07.0
2.17
S/o
Gov
inda
n, K
uzhi
loor
Kav
il H
ouse
,
Cen
t D
OC
/M-5
966/
15
Che
ppar
amb,
P.O
.Nid
iyen
ga 6
70 6
31
Dt 0
8.02
.201
6
114
G.S
udhe
er
Kol
ari
Iritty
24
0.
0971
52
3/15
-16/
MM
/LT/
CR
PS/
07.0
2.17
S/o
Ana
ndan
, Ani
l Niv
as,
H
ecta
re
DO
C/M
-473
/16
P.O
.Mat
tann
ur 6
70 7
02
Dt 0
8.02
.201
6
115
Farh
adh
Kup
pura
yil
Muz
hakk
unnu
Iri
tty
31/
1A
0.09
71
524/
15-1
6/M
M/L
T/C
RPS
/ 07
.02.
17
S
/o A
bdu
Rah
iman
, Bai
thul
Rah
ma,
Hec
tare
D
OC
/M-3
95/1
6
V
adik
kal ,
P.O
.Mad
ayi
Dt 0
8.02
.201
6
116
Riy
as.K
. N
idiy
enga
Ta
lipar
amba
4
9/1A
1 0.
0971
52
5/15
-16/
MM
/LT/
CR
PS/
07.0
2.17
S/o
Abd
ulla
Kut
ty.V
.V.
H
ecta
re
DO
C/M
-467
6/15
R
ayar
oth
Rifi
na M
anzi
l, P
.O.M
unde
ri 67
0 59
1
D
t 08.
02.2
016
11
7 M
ithra
n.M
.P.
Put
hoor
Th
alas
seri
7/
1 9.
71
526/
15-1
6/M
M/L
T/C
RPS
/ 09
.02.
17
S
/o N
anu,
Mot
tapp
aram
bil H
ouse
,
Are
D
OC
/M-5
650/
15
P.O
.Che
ruva
nche
ri 67
0 65
0
D
t 10.
02.2
016
11
8 R
ashe
ed.K
. K
oove
ri Ta
lipar
amba
18
8 0.
0971
52
7/15
-16/
MM
/LT/
CR
PS/
09.0
2.17
S/o
Ham
za, K
oottu
kkan
Hou
se,
H
ecta
re
DO
C/M
-515
/16
P.O
.Tal
ipar
amba
D
t 10.
02.2
016
11
9 H
arid
asan
.M.
Kal
liad
Iritty
4
6/4
0.09
71
528/
15-1
6/M
M/L
T/C
RPS
/ 09
.02.
17
S
/o G
ovin
dan,
Mal
likku
nnil
Hou
se,
H
ecta
re
DO
C/M
-596
4/15
P
.O.K
anda
kkai
670
602
D
t 10.
02.2
016
12
0 R
ajes
h.N
.V.
Per
ingo
me
Talip
aram
ba
11
0/1
0.09
71
529/
15-1
6/M
M/L
T/C
RPS
/ 14
.02.
17
S
/o V
ijaya
n, N
hand
amar
e V
eetti
l,
Hec
tare
D
OC
/M-5
676/
15
P.O
.Pay
yann
ur 6
70 3
07
Dt 1
5.02
.201
6
121
Maj
eed.
M.K
. N
idiy
enga
Ta
lipar
amba
1/1
24
530/
15-1
6/M
M/L
T/C
RP
S/
14.0
2.17
S/o
Kun
hipa
ri H
aji
C
ent
DO
C/M
-598
9/15
M
ande
n K
unnu
mm
al H
ouse
, P.O
.Nid
iyen
ga
Dt 1
5.02
.201
6
122
Biju
.K.
Kan
dam
kunn
u Th
alas
seri
53/
2 0.
0971
53
1/15
-16/
MM
/LT/
CR
PS/
14.0
2.17
S/o
Bal
an, K
uniy
il O
orot
hum
mal
Hou
se,
H
ecta
re
DO
C/M
-64/
16
P.O
.Kat
hiro
or 6
70 6
42
Dt 1
5.02
.201
6
123
Biju
.K.
Kan
dam
kunn
u Th
alas
seri
53/
2 0.
0971
53
2/15
-16/
MM
/LT/
CR
PS/
14.0
2.17
S/o
Bal
an, K
uniy
il O
orot
hum
mal
Hou
se,
H
ecta
re
DO
C/M
-75/
16
P.O
.Kat
hiro
or 6
70 6
42
Dt 1
5.02
.201
6
124
Raj
esh.
E.,
Kal
liad
Iritty
3
/1
0.48
53
3/15
-16/
MM
/LT/
CR
PS/
14.0
2.17
S/o
Nar
ayan
an,
A
cre
DO
C/M
-616
/16
V.K
.Hou
se, P
.O.E
daya
nnur
D
t 15.
02.2
016
12
5 M
usth
affa
.P.
Per
inth
atta
Ta
lipar
amba
4
5/1
0.09
71
534/
15-1
6/M
M/L
T/C
RPS
/ 21
.02.
17
P
uluk
kool
Hou
se,
H
ecta
re
DO
C/M
-567
8/20
16
P.O
.M.M
.Baz
ar 6
70 3
06
Dt 2
2.02
.201
6
126
Ham
za C
happ
an
Par
iyar
am
Talip
aram
ba
10
24
535/
15-1
6/M
M/L
T/C
RPS
/ 21
.02.
17
S
/o Ib
rahi
m.P
.V.,
C
ent
DO
C/M
-593
3/20
15
Cha
ppan
Hou
se, P
.O.E
ruva
ttur 6
70 5
02
Dt 2
2.02
.201
6
127
Ana
ndha
n Th
acha
ron
Cha
vass
eri
Iritty
1
27/1
0.
0971
53
6/15
-16/
MM
/LT/
CR
PS/
21.0
2.17
S/o
Kel
an, A
nand
am, K
allu
r,
Hec
tare
D
OC
/M-2
95/2
016
P.O
.Mat
tann
ur 6
70 7
02
Dt 2
2.02
.201
6
128
Jose
ph,
Pay
am
Iritty
1/1
0.
0971
53
7/15
-16/
MM
/LT/
CR
PS/
21.0
2.17
S/o
Tho
mas
, Thu
ndat
hil H
ouse
,
Hec
tare
D
OC
/M-5
63/2
016
P.O
.Iritt
y, M
adat
hil 6
70 7
03
Dt 2
2.02
.201
6
129
Muh
amm
ed R
afee
que.
M.K
. R
aman
thal
i Ta
lipar
amba
22
0.
0971
53
8/15
-16/
MM
/LT/
CR
PS/
23.0
2.17
S/o
You
saf.K
.P.
H
ecta
re
DO
C/M
-652
/201
6
M
oola
kkat
til H
ouse
, P.O
.Mad
ayi
Dt 2
4.02
.201
6
130
Sho
bin
Kor
oth
Per
ingo
me
Talip
aram
ba
110
/1
0.09
71
539/
15-1
6/M
M/L
T/C
RPS
/ 23
.02.
17
S
/o V
argh
ese
Geo
rge,
Pay
attu
kala
yil H
ouse
,
Hec
tare
D
OC
/M-5
854/
2016
P
.O.P
alav
ayal
, Kas
argo
d
Dt 2
4.02
.201
6
131
Sus
hobh
Kon
gatt
Pay
am
Iritty
1
/1
0.09
71
540/
15-1
6/M
M/L
T/C
RPS
/ 23
.02.
17
S
/o K
.Suk
umar
an, S
usha
nth
Niv
as,
H
ecta
re
DO
C/M
-666
/201
6
P
.O.S
ivap
uram
670
702
D
t 24.
02.2
016
13
2 A
bdu
Rah
iman
. P
erin
gom
e Ta
lipar
amba
11
7 0.
0971
54
1/15
-16/
MM
/LT/
CR
PS/
23.0
2.17
S
/o
Muh
amm
ed
Haj
i, K
adav
ath
Pur
ayil
Hou
se,
108
/1
Hec
tare
D
OC
/M-5
746/
2016
P
.O.P
ayya
nnur
670
307
D
t 24.
02.2
016
13
3 D
amod
hara
n . P
Irr
ikku
r Ta
lipar
amba
14
6/2
48 c
ent
542/
15-1
6/M
M/L
T/C
RPS
11
.01.
17
s/
o R
agha
van,
Van
nath
anka
ndi H
ouse
,
D
OC
/M-7
29/2
016
P.O
.Per
uval
athu
para
mba
670
593
D
t. 29
.02.
2016
134
Muh
amm
edal
i M.V
.P
Per
ingo
me
Thal
ipar
amba
21
/2
0.09
71
543/
15-1
6/M
M/L
T/C
RPS
/ 28
.02.
17
S
/O T
.K H
amsa
Haj
i, M
.P.V
. Hou
se
H
ecta
re
DO
C/M
-567
9/20
15
P.O
. The
kkum
bad
670
301
Dt.
29.0
2.20
16
13
5 S
haji.
C
Mal
apat
tam
Th
alip
aram
ba
84/1
0.
084
544/
15-1
6/M
M/L
T/C
RPS
28
.02.
17
s/
o K
umar
an, C
hem
bach
eri H
ouse
,
Hec
tare
D
OC
/M-3
92/2
016
P.O
. Per
uval
athu
para
mbe
D
t. 29
.02.
2016
136
Pra
sad.
K.V
. S
reek
anda
pura
m
Thal
ipar
amba
49
/2
0.09
71
545/
15-1
6/M
M/L
T/C
RPS
/ 28
.02.
17
s/
o B
hask
ran,
Kiz
hakk
iniy
il H
ouse
Hec
tare
` D
OC
/M-6
029/
2016
P
.O. K
uttiy
atoo
r
D
t. 29
.02.
2016
137
Dam
odha
ran
. K.K
M
alap
atta
m
Thal
ipar
amba
69
4/1
0.09
5 54
6/15
-16/
MM
/LT/
CR
PS/
28.0
2.17
s/o
Kris
hnan
Nam
biar
, Kut
tiyat
t Kel
oth
H
ecta
re
DO
C/M
-294
/201
6
P
.O C
herik
kode
D
t. 29
-02-
2016
138
Pra
mod
. K.V
Th
illenk
eri
Iritty
27
/2
0.08
19
547/
15-1
6MM
/LT/
CR
PS/
28
.02.
17
s/
o G
ovin
dan
, Kal
athi
le V
eetti
l
Hec
tare
D
OC
/M-6
028/
2015
Th
appi
chan
gad,
P.O
. Ned
uvna
d
D
td. 2
9.02
.201
6
139
Ass
en. M
.P
Kur
umat
hoor
Th
alip
aram
ba
159/
6 0.
0971
54
8/15
-16/
MM
/LT/
CR
PS/
01.0
3.17
M
anga
tPut
hiya
pura
yil
Hou
se,
P.O
M
alap
patta
m
H
ecta
re
DO
C/M
-375
6/20
15
(Via
) Sre
ekan
dapu
ram
.
D
td.0
2.03
.201
6
140
Kha
lid .N
K
olar
i Iri
tty
21/1
0.
0971
54
9/15
-16/
MM
/LT/
CR
PS/
01.0
3.17
s/o
M. S
aidH
aji,
Paz
hapu
rayi
l Hou
se,
H
ecta
re
DO
C/M
-516
/201
6
P
.O. P
.R. N
agar
670
702
Dtd
. 02.
03.2
016
14
1 Is
smai
l .k
Kal
liad
Iritty
46
/4
0.09
71
550/
15-1
6/M
M/L
T/C
RPS
/ 07
.03.
17
s/
o M
uham
med
kunh
i P
alak
kal
Put
hiya
P
uray
il
Hec
tare
D
OC
/M -
410/
2016
P
.O. K
osha
van
Vay
al
Dt.0
8-03
.201
6
142
Sal
eem
.k
Kal
liad
Iritty
23
/1
0.24
55
1/15
-16/
MM
/LT/
CR
PS/
07.0
3.17
s/o
Koy
akut
ty, C
heyu
m v
ila V
eedu
Acr
e D
OC
/M-4
74/2
016
P.O
. Pun
aloo
r, K
olla
m J
illa
Dtd
. 08.
03.2
016
14
3 B
hask
ran.
V
Kal
liad
Iritty
46
/4
0.48
55
2/15
-16/
MM
/LT/
CR
PS
08.0
3.17
s/o.
P. K
rishn
an,V
aray
il H
ouse
,
Acr
e D
OC
/M- 5
62/2
016
P.O
. Kos
hava
n V
ayal
D
td. 0
9.03
.201
6
144
Pra
deep
.K.
Kan
dam
kunn
u Iri
tty
53/2
0.
0971
55
3/15
-16/
MM
/LT/
CR
PS/
08.0
3.17
s/
o N
anu,
Sre
ejim
a N
ivas
,
Hec
tare
D
OC
/M-7
80/2
016
P.O
. Ayi
thar
a, M
amba
ram
. 670
643
Dtd
. 09.
03.2
016
14
5 V
asud
evan
, S/O
Kel
an, P
arak
kand
i Hou
se,
Cha
vass
eri
Iritty
12
7/1
0.09
71
554/
15-1
6/M
M/L
T/C
RPS
/ 08
.03.
17
P
.O. P
.R. N
agar
670
702
H
ecta
re
DO
C/M
-673
/201
6
Dtd
. 09.
03.2
016
14
6 S
ures
han.
T.T
S
reek
anda
pura
m
Thal
ipar
amba
50
/3
0.09
71
555/
15-1
6/M
M/L
T/C
RPS
/ 13
.03.
17
K
unha
mbu
. P.P
, Tha
yyil
Thav
orat
h H
ouse
,
Hec
tare
D
OC
/M-4
72/2
016
P.O
. Kut
tiyat
oor
Dtd
. 14.
03.2
016
14
7 Jo
y Jo
seph
N
ediy
enga
Th
alip
aram
ba
37/1
A1
24
556/
15-1
6/M
M/L
T/C
RPS
/ 15
.03.
17
s/
o Jo
seph
, Mul
lapa
lli H
ouse
,
Cen
t D
OC
/M-5
70/2
016
P.O
. Che
rikod
e, 6
7063
1
D
td. 1
6.03
.201
6
148
Joy
Jose
ph
Ned
iyen
ga
Thal
ipar
amba
42
24
55
7/15
-16/
MM
/LT/
CR
PS/
15.0
3.17
s/o
Jose
ph, M
ulla
palli
Hou
se,
C
ent
DO
C/M
-570
/201
6
P
.O. C
herik
ode,
670
631
Dtd
. 16.
03.2
016
14
9 M
athe
w E
.P,
Ned
iyen
ga
Thal
ipar
amba
37
/1A
1 24
55
8/15
-16/
MM
/LT/
CR
PS/
15.0
3.17
s/o.
Phi
lip, I
llikk
al H
ouse
, P.O
Che
mbe
ri
Cen
t D
OC
/M-5
69/2
016
D
td. 1
6.03
.201
6
150
Muh
amm
ed S
ulim
an. A
K
alliy
ad
Iritty
23
/1
0.19
42
559/
15-1
6/M
M/L
T/C
RPS
/ 15
.03.
17
s/
o. K
unhi
Muh
amm
ed, A
lang
adan
Hou
se
H
ecta
re
DO
C/M
-794
/201
6
,P
.O C
hego
otou
r M
alap
pura
m ,
6765
03.
Dtd
. 16.
03.1
6
151
Jana
rdha
nan
. P.V
P
anni
yoor
Th
alip
aram
ba
135/
2 0.
0972
56
0/15
-16/
MM
/LT/
CR
PS/
15.0
3.17
Sre
erag
am H
ouse
, Mru
then
ithat
te
H
ecta
re
DO
C/M
-367
4/20
15
P.O
. Koy
yam
. 670
142
Dt.1
6.03
.201
6
152
Kun
hira
man
Nai
r. K
K
ango
l Th
alip
aram
ba
96/1
0.
0971
56
1/15
-16/
MM
/LT/
CR
PS/
15.0
3.17
s/o
Kris
hnan
Nai
r, K
anak
kanc
heri
Hou
se,
H
ecta
re
DO
C/M
-609
9/20
15
P.O
Cha
lako
de 6
7030
7
D
td. 1
6.03
.201
6
153
Put
han
Vala
ppil
Dha
nesh
N
ediy
enga
Th
alip
aram
ba
5 24
56
2/15
-16/
MM
/LT/
CR
PS
15.0
3.17
s/o
Nar
ayan
an, P
utha
n Va
lapp
il H
ouse
Cen
t D
OC
/M- 6
099/
2015
P
.O N
ediy
enga
670
631
Dtd
. 16.
03.2
016
15
4 S
habe
er. K
N
ediy
enga
Th
alip
aram
ba
1
/1
0.24
56
3/15
-16/
MM
/LT/
CR
PS/
20.0
3.17
s/o
Abd
ul S
alam
Haj
i, K
alat
hint
avid
a H
ouse
Aca
re
DO
C/M
-202
/201
6
P
.O. S
reek
anda
pura
m ,
6706
31
Dtd
. 21.
03.2
016
15
5 R
adha
. K
Kan
dam
kunn
u Th
alas
sery
53
/2
0.19
42
564/
15-1
6/M
M/L
T/C
RPS
/ 20
.03.
17
w
/o P
rabh
akar
an, P
rajo
sh N
ivas
Hec
tare
D
OC
/M-5
800/
2015
A
yith
ara
, Mam
bara
m.
6706
43
Dtd
. 21.
03.2
016
15
6 H
arid
as. V
P
anni
yoor
Iri
tty
27/5
0.
0971
56
5/15
-16/
MM
/LT/
CR
PS/
22.0
3.17
s/o.
And
i Kat
hayi
, Koo
vayi
l Hou
se
H
ecta
re
DO
C/M
-997
/16
P.O
. Kol
ari
6707
02
Dtd
. 23.
03.2
016
15
7 S
ures
hkum
ar .
P.P
P
erin
that
ta
Thal
ipar
amba
16
0.
0971
56
6/15
-16/
MM
/LT/
CR
PS
/ 22
.03.
17
S
/O. K
unhi
ram
an. U
, Put
hiya
pura
yil H
ouse
,
Hec
tare
D
OC
/M-6
63/1
6
P
.O. A
rava
ncha
l. 67
0307
D
td. 2
3.03
.201
6
158
K.P
. Bal
akris
hnan
K
ooda
li Th
alas
sery
1/
1A
0.09
7 56
7/15
-16/
MM
/LT/
CR
PS/
22.0
3.17
Ush
as, s
/o K
unhi
ram
an,
H
ecta
re
DO
C/M
-106
2/16
P
.O K
uttiy
atoo
r 670
602
Dtd
. 23.
03.2
016
15
9 C
hand
rash
ekar
an. K
.P
Pay
am
Iritty
52
0.
0971
56
8/15
-16/
MM
/LT/
CR
PS
27.0
3.17
s/o
Gov
indh
an N
ambi
ar, P
rath
eeks
ha
H
ecta
re
DO
C/M
-101
3/16
P
.O. P
atta
noor
D
td. 2
8.03
.201
6
160
Man
ohar
an.U
C
huzh
ali
Thal
ipar
amba
22
1/1
0.09
31
569/
15-1
6/M
M/L
T/C
RPS
29
.03.
17
s/
o. K
anna
n, U
rum
i Hou
se,
H
ecta
re
DO
C/M
-394
/16
P.O
. Kut
tiyat
oor
,670
602
Dtd
. 30.
03.2
016
16
1 N
.Bin
u P
erin
that
ta
Talip
aram
ba
18/
1 0.
0971
01
/16-
17/M
M/L
T/C
RPS
03
.04.
17
S
/o J
anar
dhan
an, N
ilank
ol H
ouse
,
Hec
tare
D
OC
/M-5
990/
15
P.O
.Kal
liass
eri
Dtd
. 04.
04.2
016
16
2 V
argh
ese
Jose
ph
Kel
akom
Iri
tty
Kpd
298
/1
0.09
71
02/1
6-17
/MM
/LT/
CR
PS
05.0
4.17
S/o
Jos
eph,
Chi
ratta
Vel
ikku
zhi H
ouse
,
Hec
tare
D
OC
/M-5
821/
15
P.O
.Kel
akom
670
674
D
td. 0
6.04
.201
6
163
C.M
anoh
aran
K
allia
d Iri
tty
46/
4 0.
0971
03
/16-
17/M
M/L
T/C
RPS
10
.04.
17
S
/o K
anna
n, C
happ
adi H
ouse
,
Hec
tare
D
OC
/M-3
929/
15
P.O
.Kal
liad
Dtd
. 11.
04.2
016
16
4 K
amar
udhe
en.C
.P.
Cha
vass
eri
Iritty
10
4 0.
0971
04
/16-
17/M
M/L
T/C
RPS
17
.04.
17
S
/o A
ham
med
, Akk
aram
mal
Hou
se,
H
ecta
re
DO
C/M
-118
8/16
P
.O.P
.R.N
agar
670
702
D
td. 1
8.04
.201
6
165
E.P
.Nar
ayan
an,
Pan
niyo
or
Talip
aram
ba
1/1
A3
24
05/1
6-17
/MM
/LT/
CR
PS
19.0
4.17
S/o
Ana
ndan
Nam
biar
,
Cen
t D
OC
/M-8
02/1
6
P
utha
lath
Hou
se, P
.O.K
anoo
l 670
542
D
td. 2
0.04
.201
6
166
Saj
i Mon
C
huzh
ali
Talip
aram
ba
332
/3
0.09
71
06/1
6-17
/MM
/LT/
CR
PS
19.0
4.17
S/o
Rag
hava
n, P
ulim
ootti
l Vee
du,
H
ecta
re
DO
C/M
-727
/16
P.O
.Koy
yam
D
td. 2
0.04
.201
6
167
Sun
il K
umar
.C.V
. C
huzh
ali
Talip
aram
ba
17/
1 0.
0972
07
/16-
17/M
M/L
T/C
RPS
19
.04.
17
S
/o K
unda
n N
ambi
ar, C
helo
ra V
eetti
l,
Hec
tare
D
OC
/M-8
04/1
6
P
.O.K
oyya
m 6
70 1
42
Dtd
. 20.
04.2
016
16
8 S
reel
esh.
K.V
. K
allia
d Iri
tty
46/
4 0.
24
08/1
6-17
/MM
/LT/
CR
PS
19.0
4.17
S/o
Sre
edha
ran,
Kun
huva
lapp
il H
ouse
,
Acr
e D
OC
/M-8
46/1
6
A
dich
eri,
P.O
.Mal
appa
ttam
670
631
D
td. 2
0.04
.201
6
169
Man
ohar
an.C
. C
huzh
ali
Talip
aram
ba
32/
2 0.
0972
09
/16-
17/M
M/L
T/C
RPS
24
.04.
17
S
/o N
aray
anan
, Cho
don
Hou
se,
H
ecta
re
DO
C/M
-116
1/16
K
odal
lor,
P.O
.Nan
iche
ri
D
td. 2
5.04
.201
6
170
Sid
diqu
e.P.
C
huzh
ali
Talip
aram
ba
328
/2
0.09
71
10/1
6-17
/MM
/LT/
CR
PS
24.0
4.17
S/o
Ibra
him
, Am
bilo
th P
uthi
ya P
uray
il
Hec
tare
D
OC
/M-7
30/1
6
P
.O.K
urum
atho
or 6
70 1
42
Dtd
. 25.
04.2
016
17
1 M
uham
med
Ans
.C.,
Chu
zhal
i Ta
lipar
amba
3
40/1
0.
0972
11
/16-
17/M
M/L
T/C
RPS
24
.04.
17
S
/o M
oidu
, Suh
aila
s,
H
ecta
re
DO
C/M
-106
0/16
P
.O.K
uttiy
eri 6
70 1
42
Dtd
. 25.
04.2
016
17
2 A
bdul
Ras
aque
.M.
Kal
liad
Iritty
3
/1
0.24
12
/16-
17/M
M/L
T/C
RPS
/ 24
.04.
17
S
/o A
boob
acke
r, M
avuk
andi
Hou
se,
A
cre
DO
C/M
-934
/16
P.O
.Che
rupa
zhas
si 6
70 6
01
Dtd
. 25.
04.2
016
17
3 Jo
shi,
Pay
yavo
or
Talip
aram
ba
1/1
0.
1943
13
/16-
17/M
M/L
T/C
RPS
/ 26
.04.
17
S
/o T
hom
as, A
kkak
kunn
el H
ouse
,
Hec
tare
D
OC
/M-3
878/
16
P.O
.Kos
avan
vaya
l
D
td. 2
7.04
.201
6
174
Sat
hyan
.P.V
. K
allia
d Iri
tty
1 0.
24
14/1
6-17
/MM
/LT/
CR
PS/
01.0
5.17
S/o
Bha
skar
an, P
uthi
ya V
eetti
l,
Acr
e D
OC
/M-9
48/1
6
P
.O.K
osav
anva
yal 6
70 5
93
Dtd
. 02.
05.2
016
17
5 A
bdul
Mah
aroo
f.C.,
P
ayya
voor
Ta
lipar
amba
1
/1
0.19
22
15/1
6-17
/MM
/LT/
CR
PS/
01.0
5.17
S
/o
Muh
amm
ed A
li,
Ala
dank
andi
P
uthi
ya
Pur
ayil
H
ecta
re
DO
C/M
-176
2/16
P
.O.C
heru
pazh
assi
670
601
D
td. 0
2.05
.201
6
176
San
thos
h.V.
V.
Kal
liad
Iritty
3
/1
0.09
71
16/1
6-17
/MM
/LT/
CR
PS/
01.0
5.17
S/o
Gov
inda
n, D
evi S
avid
am
H
ecta
re
DO
C/M
-352
/16
Kol
appa
, P.O
.Pat
tann
ur
Dtd
. 02.
05.2
016
17
7 R
ashe
ed P
akka
ttum
olel
Aliy
ar,
Kal
liad
Iritty
1
0.09
72
17/1
6-17
/MM
/LT/
CR
PS/
01.0
5.17
S/o
Aliy
ar, P
akka
ttum
olel
Hou
se,
H
ecta
e D
OC
/M-1
061/
16
P.O
.Era
mal
lur,
Ern
akul
am D
ist.
686
691
Dtd
. 02.
05.2
016
17
8 R
.K.S
udha
kara
n P
adiy
oor
Iritty
1
12/3
0.
0971
18
/16-
17/M
M/L
T/C
RPS
/ 01
.05.
17
S
/o M
.Gop
alan
, Dw
arak
a
Hec
tare
D
OC
/M-1
594/
16
Cha
lode
, P.O
.Eda
yann
ur 6
70 5
95
Dtd
. 02.
05.2
016
17
9 R
.K.S
udha
kara
n P
adiy
oor
Iritty
1
12/3
0.
0971
19
/16-
17/M
M/L
T/C
RPS
/ 01
.05.
17
S
/o M
.Gop
alan
, Dw
arak
a
Hec
tare
D
OC
/M-1
593/
16
Cha
lode
, P.O
.Eda
yann
ur 6
70 5
95
Dtd
. 02.
05.2
016
18
0 K
unha
ppa.
K.
Ned
iyen
ga
Talip
aram
ba
63/1
A
0.09
71
20/1
6-17
/MM
/LT/
CR
PS/
03.0
5.17
S/o
Kun
ham
bu
H
ecta
re
DO
C/M
-118
6/16
K
okka
dan
Hou
se, P
.O.N
idiy
enga
670
631
D
td. 0
4.05
.201
6
181
Bab
u.P
.P.
Nid
iyen
ga
Talip
aram
ba
18/1
C
0.09
71
21/1
6-17
/MM
/LT/
CR
PS/
03.0
5.17
S/o
Bal
akris
hnan
, Pad
iyat
h P
aram
bil H
ouse
,
Hec
tare
D
OC
/M-1
187/
16
P.O
.Nid
iyen
ga 6
70 6
31
Dtd
. 04.
05.2
016
18
2 M
anoj
Mat
hew
N
uchi
yad
Iritty
1
0.09
71
22/1
6-17
/MM
/LT/
CR
PS/
03.0
5.17
S/o
Mat
hew
, Koc
hith
ara
Hou
se,
H
ecta
re
DO
C/M
-186
2/16
P
.O.C
hetti
yam
para
mb
D
td. 0
4.05
.201
6
183
Pra
sad
Che
ran
Vee
ttil,
Nid
iyen
ga
Talip
aram
ba
41
24
23/1
6-17
/MM
/LT/
CR
PS/
03.0
5.17
S/o
Pad
man
abha
n, C
hera
n V
eetti
l,
Cen
t D
OC
/M-1
764/
16
P.O
.Nid
iyen
ga 6
70 6
31
Dtd
. 04.
05.2
016
18
4 G
opal
an.V
.O.
Pan
apuz
ha
Kan
nur
1/1
A
0.09
71
24/1
6-17
/MM
/LT/
CR
PS/
03.0
5.17
S/o
Odh
enan
Vay
akke
el, V
ayak
keel
Hou
se,
H
ecta
re
DO
C/M
-574
8/15
P
.O.K
uttiy
eri 6
70 1
42
Dtd
. 04.
05.2
016
18
5 M
anoh
aran
.P.P
.V.,
Nid
iyen
ga
Talip
aram
ba
5 0.
052
25/1
6-17
/MM
/LT/
CR
PS/
03.0
5.17
S/o
T.V
.Gov
inda
n
Hec
tare
D
OC
/M-1
096/
16
P
uthi
ya P
uray
il V
enga
loda
n, P
.O.C
huzh
ali
670
141
Dtd
. 04.
05.2
016
18
6 R
ajes
h.E
., K
allia
d Iri
tty
3/1
0.
1942
26
/16-
17/M
M/L
T/C
RPS
/ 03
.05.
17
S
/o N
aray
anan
, V.K
.Hou
se,
H
ecta
re
DO
C/M
-183
9/16
P
.O.E
daya
nnur
670
595
D
td. 0
4.05
.201
6
187
San
eesh
.K.
Kal
liad
Iritty
17
0.
1942
27
/16-
17/M
M/L
T/C
RPS
/ 08
.05.
17
S
/o P
.K.K
anna
n, M
anas
am, V
aduv
anku
lam
,
Hec
tare
D
OC
/M-1
825/
16
P.O
.Kut
tiatto
or 6
70 6
02
Dtd
. 09.
05.2
016
18
8 M
uham
ed B
ashe
er.K
.P.
Cha
vass
eri
Iritty
7
0/3
0.09
71
28/1
6-17
/MM
/LT/
CR
PS/
08.0
5.17
S/o
Abd
ulla
, Naj
ma
Man
zil,
H
ecta
re
DO
C/M
-171
8/16
P
arip
pum
kada
vu, P
.O.M
alap
patta
m 6
70 6
31
Dtd
. 09.
05.2
016
18
9 M
athe
w,
Nid
iyen
ga
Talip
aram
ba
5 0.
0974
29
/16-
17/M
M/L
T/C
RPS
/ 08
.05.
17
S
/o V
argh
ese,
Ath
irthi
muk
kil H
ouse
,
Hec
tare
D
OC
/M-1
766/
16
P
.O.C
hem
bant
hotty
670
631
D
td. 0
9.05
.201
6
190
Pau
lose
, P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
30/1
6-17
/MM
/LT/
CR
PS/
08.0
5.17
S/o
Var
ky, P
aram
ban
Hou
se,
H
ecta
re
DO
C/M
-176
3/16
P
.O.M
anat
hana
670
674
D
td. 0
9.05
.201
6
191
Thom
as V
ettit
hana
th
Pay
yavo
or
Talip
aram
ba
1/1
0.
0688
31
/16-
17/M
M/L
T/C
RPS
/ 08
.05.
17
S
/o C
hack
o, V
ettit
hana
th H
ouse
,
Hec
tare
D
OC
/M-1
877/
16
P.O
.Pai
sakk
ari 6
70 6
33
Dtd
. 09.
05.2
016
19
2 R
athe
esan
K
allia
d Iri
tty
3/1
24
32
/16-
17/M
M/L
T/C
RPS
/ 10
.05.
17
S
/o V
ijaya
n, S
arig
a N
ivas
,
Cen
t D
OC
/M-1
977/
16
P.O
.Kut
tiatto
or 6
70 6
02
Dtd
. 11.
05.2
016
19
3 M
adhu
sood
hana
n.K
.V.
Par
iyar
am
Talip
aram
ba
14/1
A
0.09
71
33/1
6-17
/MM
/LT/
CR
PS/
10.0
5.17
S/o
Kan
nan
Nai
r,
Hec
tare
D
OC
/M-1
595/
16
Kan
doth
Vee
du, P
.O.C
heru
kunn
u 67
0 30
1
D
td. 1
1.05
.201
6
194
Ven
ugop
alan
. C
hava
sser
i Iri
tty
115
/1
0.09
71
34/1
6-17
/MM
/LT/
CR
PS/
10.0
5.17
S/o
Kris
hnan
Nam
biar
,
Hec
tare
D
OC
/M-1
886/
16
Nad
uvila
kand
y H
ouse
, P.O
.Uliy
il 67
0 70
2
D
td. 1
1.05
.201
6
195
Ram
acha
ndra
n.C
.V.
Nid
iyen
ga
Talip
aram
ba
42
0.09
71
35/1
6-17
/MM
/LT/
CR
PS/
10.0
5.17
S/o
Gop
alan
,
Hec
tare
D
OC
/M-1
767/
16
V
aliy
a V
alap
pil
Hou
se,
P.O
.Nid
iyen
ga 6
70
631
Dtd
. 11.
05.2
016
19
6 P
rath
apa
Cha
ndra
n.C
.V.
Kee
zhur
Iri
tty
173
0.09
71
36/1
6-17
/MM
/LT/
CR
PS/
12.0
5.17
S/o
Kris
hnan
Nam
biar
,
Hec
tare
D
OC
/M-1
619/
16
Ree
na N
ivas
, P.O
.Pun
nad
670
703
Dtd
. 13.
05.2
016
19
7 G
eorg
e N
uchi
yad
Iritty
1
0.09
71
37/1
6-17
/MM
/LT/
CR
PS/
17.0
5.17
S/o
Tho
mas
, Muk
kattu
Kav
unga
l
Hec
tare
D
OC
/M-1
876/
16
P.O
.Ada
kkat
hode
670
674
D
td. 1
8.05
.201
6
198
Abd
ulla
.M.
Nid
iyen
ga
Talip
aram
ba
41
0.09
71
38/1
6-17
/MM
/LT/
CR
PS/
17.0
5.17
S/o
Ibra
him
, Man
nan
Hou
se,
H
ecta
re
DO
C/M
-585
5/16
P
.O.T
alip
aram
ba 6
70 1
41
Dtd
. 18.
05.2
016
19
9 P
ram
od.P
. N
idiy
enga
Ta
lipar
amba
1
3/1
0.09
71
39/1
6-17
/MM
/LT/
CR
PS/
22.0
5.17
S/o
Nar
ayan
an P
adic
hal
H
ecta
re
DO
C/M
-184
1/16
Ill
ath
Vala
ppil
Hou
se,
P.O
.Kan
dakk
ai 6
70
602
Dtd
. 23.
05.2
016
20
0 A
.K.R
ajen
dran
P
ayam
Iri
tty
3/1
B
0.09
71
40/1
6-17
/MM
/LT/
CR
PS/
24.0
5.17
S/o
Kum
aran
Coo
lie
H
ecta
re
DO
C/M
-210
3/16
O
lakk
al H
ouse
, P.O
.Mal
oor 6
70 7
02
Dtd
. 25.
05.2
016
20
1 R
athe
esh.
E.P
. K
allia
d Iri
tty
3/1
24
41
/16-
17/M
M/L
T/C
RPS
/ 29
.05.
17
S
/o K
unhi
ram
an, S
reej
a N
ivas
,
Cen
t D
OC
/M-2
072/
16
P.O
.Kut
tiatto
or 6
70 6
02
Dtd
. 30.
05.2
016
20
2 Th
omas
P.J
. P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
42/1
6-17
/MM
/LT/
CR
PS/
31.0
5.17
S/o
P.D
evas
sia
Jose
ph.
H
ecta
re
DO
C/M
-219
5/16
P
uthu
para
mbi
l H
ouse
, P
.O.K
eezh
palli
670
70
4
D
td. 0
1.06
.201
6
203
Sha
ji Jo
seph
P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
43/1
6-17
/MM
/LT/
CR
PS/
31.0
5.17
S/o
Jos
eph,
Che
mpl
anik
kal H
ouse
,
Hec
tare
D
OC
/M-2
196/
16
P.O
.Ran
dam
kada
v 67
0 70
6
D
td. 0
1.06
.201
6
204
Sus
hobh
Kon
gatt
Pay
am
Iritty
3
/1B
0.
0972
44
/16-
17/M
M/L
T/C
RP
S/
31.0
5.17
S/o
K.S
ukum
aran
, Sus
hant
h N
ivas
,
Hec
tare
D
OC
/M-1
889/
16
P.O
.Siv
apur
am 6
70 7
02
Dtd
. 01.
06.2
016
20
5 S
unee
sh.N
. P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
45/1
6-17
/MM
/LT/
CR
PS/
31.0
5.17
S/o
Gop
i, P
allik
kand
i Hou
se,
H
ecta
re
DO
C/M
-202
0/16
P
.O.K
otta
yam
poyi
l 670
691
D
td. 0
1.06
.201
6
206
Sak
keer
.P.I.
K
allia
d Iri
tty
46/
4 24
46
/16-
17/M
M/L
T/C
RPS
/ 05
.06.
17
S
/o Ib
rahi
m, P
aram
bil H
ouse
, P.O
.Nel
likuz
hi,
C
ent
DO
C/M
-223
1/16
E
rnak
ulam
Dt.
Dtd
. 06.
06.2
016
20
7 R
ames
han.
K.
Kal
liad
Iritty
4
6/4
0.24
47
/16-
17/M
M/L
T/C
RPS
/ 05
.06.
17
S
/o K
oran
, Kad
anka
ndi H
ouse
,
Acr
e D
OC
/M-2
236/
16
P.O
.Tho
ttada
D
td. 0
6.06
.201
6
208
Sun
il K
unhi
ram
an
Kal
liad
Iritty
23/1
0.
24
48/1
6-17
/MM
/LT/
CR
PS
/ 07
.06.
17
S
/o K
undi
ram
an
A
cre
DO
C/M
-222
9/16
A
mba
lave
lil H
ouse
, P.O
.Pay
am 6
70 7
04
Dtd
. 08.
06.2
016
20
9 B
ava
Kal
liad
Iritty
4
6/4
0.09
71
49/1
6-17
/MM
/LT/
CR
PS/
07.0
6.17
S/o
Ibra
him
Par
eeth
, Kan
hira
kkat
t,
H
ecta
re
DO
C/M
-223
0/16
P
.O.M
oova
ttupu
zha,
Ern
akul
am D
t. 68
6 66
1
D
td. 0
8.06
.201
6
210
Mun
eer.K
. A
lapp
adam
b Ta
lipar
amba
4
59/1
0.
0971
50
/16-
17/M
M/L
T/C
RPS
/ 07
.06.
17
S
/o N
.M.Ib
rahi
m K
utty
, Kha
deej
a M
anzi
l
Hec
tare
D
OC
/M-1
765/
16
P.O
.Pet
tikku
ndu
671
313
Dtd
. 08.
06.2
016
21
1 G
opal
an.T
.V.
Kal
liad
Iritty
1
0.24
51
/16-
17/M
M/L
T/C
RPS
/ 07
.06.
17
S
/o K
unhi
ram
an, T
hodu
vala
n H
ouse
,
Acr
e D
OC
/M-2
233/
16
P.O
.Mal
appa
ttam
D
td. 0
8.06
.201
6
212
San
eesh
.K.
Kal
liad
Iritty
17
0.
1942
52
/16-
17/M
M/L
T/C
RP
S/
12.0
6.17
S/o
P.K
.Kan
nan,
Man
asam
, Vad
uvan
kula
m,
H
ecta
re
DO
C/M
-234
3/16
P
.O.K
uttia
ttoor
670
602
D
td. 1
3.06
.201
6
213
Raj
endr
an.E
.K.
Pay
am
Iritty
1
14/1
B1A
0.
0971
53
/16-
17/M
M/L
T/C
RPS
/ 12
.06.
17
S
/o A
nand
an, K
orot
hum
chal
Hou
se,
H
ecta
re
DO
C/M
-214
0/16
P
.O.K
arap
erav
oor 6
70 7
02
Dtd
. 13.
06.2
016
21
4 V
.V.N
aray
anan
K
anko
l Ta
lipar
amba
2
53/4
0.
0971
54
/16-
17/M
M/L
T/C
RPS
/ 14
.06.
17
S
/o K
.P.K
oran
, Ais
war
ya,
H
ecta
re
DO
C/M
-222
5/16
P
.O.R
aman
thal
i 670
308
D
td. 1
5.06
.201
6
215
Rat
hees
h P
hilip
E
ruve
ssi
Talip
aram
ba
64/
2 0.
0971
55
/16-
17/M
M/L
T/C
RPS
/ 14
.06.
17
S
/o P
aili,
Van
jipar
ayil
Hou
se,
H
ecta
re
DO
C/M
-207
/16
P.O
.Nel
likut
ty 6
70 6
32
Dtd
. 15.
06.2
016
21
6 S
anth
osh.
V.V
. E
ruve
ssi
Talip
aram
ba
109
/1A
0.
0971
56
/16-
17/M
M/L
T/C
RPS
/ 14
.06.
17
S
/o K
rishn
an N
ambi
ar,
H
ecta
re
DO
C/M
-146
2/16
V
ellu
va V
eetti
l, P
.O.K
aith
apra
m 6
70 6
31
Dtd
. 15.
06.2
016
21
7 A
nil P
hilip
P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
57/1
6-17
/MM
/LT/
CR
PS/
14.0
6.17
S/o
Phi
lip, K
anda
mka
riyil
Hou
se,
H
ecta
re
DO
C/M
-231
1/16
P
.O.C
hand
anak
kam
para
, P
ayya
voor
67
0 63
3
D
td. 1
5.06
.201
6
218
Pra
kasa
n.P.
V.
Kal
liad
Talip
aram
ba
3/1
0.
48
58/1
6-17
/MM
/LT/
CR
PS/
14.0
6.17
S/o
Kun
happ
a, C
hand
rath
il H
ouse
,
Acr
e D
OC
/M-1
851/
16
P.O
.Kut
tiatto
or 6
70 6
02
Dtd
. 15.
06.2
016
21
9 P
raka
san.
P.V
. K
allia
d Ta
lipar
amba
3
/1
0.48
59
/16-
17/M
M/L
T/C
RPS
/ 19
.06.
17
S
/o K
unha
ppa,
Cha
ndra
thil
Hou
se,
A
cre
DO
C/M
-185
0/16
P
.O.K
uttia
ttoor
670
602
D
td. 2
0.06
.201
6
220
K.D
ines
h K
olar
i Iri
tty
97/
1 0.
0971
60
/16-
17/M
M/L
T/C
RPS
/ 20
.06.
17
S
/o R
aman
, Kan
i Hou
se,
H
ecta
re
DO
C/M
-197
8/16
P
.O.M
anga
ttida
m 6
70 6
43
Dtd
. 21.
06.2
016
22
1 M
anoj
Kum
ar.K
. P
ayam
Iri
tty
1/1
0.
0971
61
/16-
17/M
M/L
T/C
RPS
/ 21
.06.
17
S
/o K
.Dam
u, K
aruv
ath
Hou
se,
H
ecta
re
DO
C/M
-244
3/16
P
.O.M
anan
ther
i 670
643
D
td. 2
2.06
.201
6
222
Thoo
neri
Rav
eend
ran
Man
anth
eri
Thal
asse
ry
25
/1
0.09
71
62/1
6-17
/MM
/LT/
CR
PS/
21.0
6.17
S/o
Nar
ayan
an, T
hoon
eri N
ivas
,
Hec
tare
D
OC
/M-2
360/
16
P.O
.Kol
ari 6
70 7
02
Dtd
. 22.
06.2
016
22
3 N
oush
ad K
izhu
vapa
tt K
allia
d Iri
tty
23/
1 0.
0971
63
/16-
17/M
M/L
T/C
RPS
/ 21
.06.
17
S
/o S
aith
ali K
utty
,Kiz
huva
patt
Hou
se,
H
ecta
re
DO
C/M
-218
8/16
P
.O.K
adam
puzh
a, M
alap
pura
m D
t. 67
6 55
3
D
td. 2
2.06
.201
6
224
A.P
.Rav
eend
ran
Nid
iyen
ga
Talip
aram
ba
42
24
64/1
6-17
/MM
/LT/
CR
PS/
21.0
6.17
S/o
Kun
hira
man
, Aro
mal
Niv
as,
C
ent
DO
C/M
-164
7/16
P
.O.P
avan
oorm
otta
670
602
D
td. 2
2.06
.201
6
225
Em
man
ual.A
.J.
Pay
yavo
or
Talip
aram
ba
1/1
0.
0971
65
/16-
17/M
M/L
T/C
RPS
/ 21
.06.
17
S
/o J
osep
h, A
ttang
attil
Hou
se,
H
ecta
re
DO
C/M
-222
6/16
P
.O.N
ellik
utty
670
632
D
td. 2
2.06
.201
6
226
Moi
deen
.P.P
. K
ooda
li Th
alas
sery
1
/1A
0.
0971
66
/16-
17/M
M/L
T/C
RPS
/ 21
.06.
17
S
/o
Abd
ul
Khad
er,
Pul
lang
iyot
tu
Put
hiya
P
uray
il
Hec
tare
D
OC
/M-2
240/
16
Hou
se, P
.O.N
arat
h 67
0 60
3
D
td. 2
2.06
.201
6
227
Nis
ar.C
. P
ayam
Iri
tty
1/1
0.
0971
67
/16-
17/M
M/L
T/C
RPS
/ 21
.06.
17
S
/o H
ussa
in K
utty
, C.C
.Hou
se,
H
ecta
re
DO
C/M
-246
9/16
P
.O.Ir
ikku
r 670
593
D
td. 2
2.06
.201
6
228
Din
esha
n.R
.V.
Kal
liad
Iritty
2
3/1
0.24
68
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o S
reed
hara
n, Ir
avad
ham
,
Acr
e D
OC
/M-2
532/
16
P.O
.Kad
ambo
or
Dtd
. 27.
06.2
016
22
9 B
abu.
P.
Per
inth
atta
Ta
lipar
amba
4
5/1
0.09
71
69/1
6-17
/MM
/LT/
CR
PS/
26.0
6.17
S/o
Chi
ndan
, Pad
inga
prat
h H
ouse
,
Hec
tare
D
OC
/M-2
425/
16
P.O
.Kun
him
anga
lam
670
309
D
td. 2
7.06
.201
6
230
M.R
amac
hand
ran
Kee
zhal
lur
Thal
asse
ry
39
0.09
71
70/1
6-17
/MM
/LT/
CR
PS/
26.0
6.17
S/o
Kris
hnan
Nam
biar
, Kris
hnal
ayam
Hec
tare
D
OC
/M-2
359/
16
P.O
.Mat
tann
ur 6
70 7
02
Dtd
. 27.
06.2
016
23
1 P
.Bal
an
Kol
ari
Iritty
20
0.
0971
71
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o C
hekk
i Kan
nan,
San
thi N
ivas
,
Hec
tare
D
OC
/M-2
487/
16
P.O
.Mur
inge
ri 67
0 61
2
D
td. 2
7.06
.201
6
232
Lase
r.K.M
. S
reek
anda
pura
m
Talip
aram
ba
163
/1
0.09
71
72/1
6-17
/MM
/LT/
CR
PS/
26.0
6.17
S/o
Mat
hew
, Kur
isin
gal H
ouse
,
Hec
tare
D
OC
/M-2
363/
16
P.O
.Sre
ekan
dapu
ram
670
633
D
td. 2
7.06
.201
6
233
Nis
ar.M
.V.
Mal
appa
ttam
Ta
lipar
amba
43
0.
0971
73
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o A
bdul
Kha
der,
Man
iyot
h H
ouse
,
Hec
tare
D
OC
/M-2
228/
16
P.O
.Mal
appa
ttam
670
631
D
td. 2
7.06
.201
6
234
Sun
il K
umar
.K.
Kal
liad
Iritty
2
3/1
0.09
71
74/1
6-17
/MM
/LT/
CR
PS/
26.0
6.17
S/o
Rag
hava
n, S
unil
Niv
as,
H
ecta
re
DO
C/M
-230
0/16
P
.O.K
uttia
ttoor
670
602
D
td. 2
7.06
.201
6
235
Abd
ul K
hade
r.K.R
. K
allia
d Iri
tty
46/
4 24
75
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o K
halid
.P.K
.
Cen
t D
OC
/M-2
505/
16
K.R
.Hou
se, P
.O.Ir
ikku
r 670
593
D
td. 2
7.06
.201
6
236
Raj
esh.
N.V
. P
erin
gom
e Ta
lipar
amba
11
7 0.
0971
76
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o V
ijaya
n, N
ghan
dam
are
Veet
til
H
ecta
re
DO
C/M
-246
6/16
P
.O.P
ayya
nnur
670
307
D
td. 2
7.06
.201
6
237
K.K
.Raj
eeva
n,
Cha
vass
eri
Iritty
10
4 0.
0971
77
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o G
ovin
dan,
Gov
inda
m, A
.K.G
.Nag
ar,
H
ecta
re
DO
C/M
-222
9/16
P
.O.M
atta
nnur
670
702
D
td. 2
7.06
.201
6
238
M.P
.Mad
hsoo
dhan
an
Kan
kol
Talip
aram
ba
25
3/5
0.04
08
78/1
6-17
/MM
/LT/
CR
PS/
26.0
6.17
S/o
Nar
ayan
an, E
dach
eri V
eedu
,
Hec
tare
D
OC
/M-2
197/
16
P.O
.Ezh
ilode
670
309
D
td. 2
7.06
.201
6
239
Sha
noj.V
. P
adiy
oor
Iritty
1
25/6
24
79
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o R
amak
rishn
an.C
.P.
C
ent
DO
C/M
-219
0/16
S
hano
j Niv
as, P
.O.E
lam
bara
670
595
D
td. 2
7.06
.201
6
240
N.K
.Man
oj K
umar
M
anan
ther
i Th
alas
sery
25/
1 0.
0971
80
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o K
rishn
an K
utty
, Krip
ama
H
ecta
re
DO
C/M
-236
1/16
P
.O.N
irmal
agiri
670
701
D
td. 2
7.06
.201
6
241
Gan
esh.
K.
Sre
ekan
dapu
ram
Ta
lipar
amba
1
61/2
0.
0971
81
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o K
anna
n, T
hayy
il V
alap
pil H
ouse
,
Hec
tare
D
OC
/M-2
227/
16
P.O
.Kay
aral
am 6
70 6
02
Dtd
. 27.
06.2
016
24
2 S
udhe
esh
Kum
ar.K
. E
ram
am
Talip
aram
ba
443
0.09
71
82/1
6-17
/MM
/LT/
CR
PS/
26.0
6.17
S/o
Bal
akris
hnan
Kad
en, B
alak
rishn
a,
H
ecta
re
DO
C/M
-141
2/16
C
heru
kunn
u, P
.O.M
otta
mm
al 6
70 3
31
Dtd
. 27.
06.2
016
24
3 A
nil K
umar
.M.
Mal
appa
ttam
Ta
lipar
amba
1
76/5
0.
0971
83
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o A
nand
an, K
oym
eth
Hou
se,
H
ecta
re
DO
C/M
-212
0/16
P
.O.K
ayar
alam
670
602
D
td. 2
7.06
.201
6
244
Kun
hika
nnan
.P.P
. P
utho
or
Thal
asse
ry
2/1
9.
71
84/1
6-17
/MM
/LT/
CR
PS/
26.0
6.17
S/o
Kor
an, S
ivam
Bha
van
A
re
DO
C/M
-207
1/16
P
.O.P
utho
or 6
70 6
92
Dtd
. 27.
06.2
016
24
5 S
asee
ndra
n.V
.C.
Kal
liad
Iritty
17
0.
1942
85
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o V
.Vel
ayud
han,
Val
iyap
aram
bath
Cha
lil H
ouse
,
Hec
tare
D
OC
/M-2
496/
16
P.O
.Pav
ando
or, K
ozhi
kode
673
613
D
td. 2
7.06
.201
6
246
Pra
jil.K
. K
anda
mku
nnu
Thal
asse
ry
53/
2 0.
0971
86
/16-
17/M
M/L
T/C
RPS
/ 26
.06.
17
S
/o M
.Pra
bhak
aran
, Pra
josh
Hou
se,
H
ecta
re
DO
C/M
-218
7/16
P
.O.A
yith
aram
amba
ram
670
643
D
td. 2
7.06
.201
6
247
Ane
esh.
M.
Kal
liad
Iritty
1
0.09
71
87/1
6-17
/MM
/LT/
CR
PS/
28.0
6.17
S/o
Gov
inda
n, M
avila
kkan
di H
ouse
,
Hec
tare
D
OC
/M-2
467/
16
P.O
.Per
uval
athu
para
mba
670
593
D
td. 2
9.06
.201
6
248
Pra
deep
Kum
ar.P
.K.
Sre
ekan
dapu
ram
Ta
lipar
amba
23
4 0.
1939
88
/16-
17/M
M/L
T/C
RPS
/ 28
.06.
17
S
/o N
aray
anan
, The
jus,
Kuz
hilo
or,
H
ecta
re
DO
C/M
-242
7/16
P
.O.P
adiy
oor 6
70 7
03
Dtd
. 29.
06.2
016
24
9 S
anee
sh K
umar
.K.
Sre
ekan
dapu
ram
Ta
lipar
amba
23
6 0.
0971
89
/16-
17/M
M/L
T/C
RPS
/ 28
.06.
17
S
/o N
aray
anan
, Kai
prat
h H
ouse
,
Hec
tare
D
OC
/M-2
504/
16
P.O
.Mal
appa
ttam
670
631
D
td. 2
9.06
.201
6
250
Pre
side
nt
Kut
tiyer
i Ta
lipar
amba
1
8/2
0.09
72
90/1
6-17
/MM
/LT/
CR
PS/
28.0
6.17
K
annu
r Ka
lluko
thu
Thoz
hila
li K
shem
a S
ahak
aran
a
Hec
tare
D
OC
/M-2
362/
16
S
anga
m
Ltd.
, D
herm
asal
a,
P.O
.Par
asin
ikad
avu
670
563
Dtd
. 29.
06.2
016
25
1 S
reej
esh.
V.
Kal
liad
Iritty
1
24
91/1
6-17
/MM
/LT/
CR
PS/
29.0
6.17
S/o
Sre
edha
ran,
Kap
pana
yil V
eedu
,
Cen
t D
OC
/M-2
603/
16
P.O
.Kay
ani 6
70 7
02
Dtd
. 30.
06.2
016
25
2 A
nil K
umar
.M.
Kol
ache
ri Ta
lipar
amba
8/1
0.
0971
92
/16-
17/M
M/L
T/C
RPS
/ 29
.06.
17
S
/o A
nand
an, K
oym
eth
Hou
se,
H
ecta
re
DO
C/M
-598
/16
P.O
.Kay
aral
am 6
70 6
02
Dtd
. 30.
06.2
016
25
3 R
iyas
.K.
Kal
liad
Iritty
2
3/1
0.19
42
93/1
6-17
/MM
/LT/
CR
PS/
29.0
6.17
S/o
Am
mad
, Kon
hant
avid
a H
ouse
,
Hec
tare
D
OC
/M-2
653/
16
P
.O.P
onm
erip
aram
bil,
Koz
hiko
de D
ist
673
542
Dtd
. 30.
06.2
016
25
4 R
iyas
.K.
Kal
liad
Iritty
2
3/1
0.09
71
94/1
6-17
/MM
/LT/
CR
PS/
29.0
6.17
S/o
Am
mad
, Kon
hant
avid
a H
ouse
,
Hec
tare
D
OC
/M-2
654/
16
P
.O.P
onm
erip
aram
bil,
Koz
hiko
de D
ist
673
542
Dtd
. 30.
06.2
016
25
5 V
.Raj
esh
Kal
liad
Iritty
4
6/4
9.71
95
/16-
17/M
M/L
T/C
RPS
/ 30
.06.
17
S
/o T
.V.G
opal
an, V
engo
ttil H
ouse
,
Are
D
OC
/M-2
535/
16
Cho
oliy
ad, P
.O.M
alap
patta
m 6
70 6
31
Dtd
. 01.
07.2
016
25
6 V
inod
Kum
ar.K
.P.
Pad
uvila
yi
Thal
asse
ry
2 9.
71
96/1
6-17
/MM
/LT/
CR
PS/
03.0
7.17
S
/o S
reed
hara
n, A
ndro
mid
a,
A
re
DO
C/M
-226
5/16
P
.O.A
ncha
rakk
andi
670
612
D
td. 0
4.07
.201
6
257
Rad
hakr
ishn
an.C
.M.
Per
ingo
me
Talip
aram
ba
38/
5 0.
097
97/1
6-17
/MM
/LT/
CR
PS/
03.0
7.17
S/o
Mad
hava
n N
air,
Che
ttikk
att H
ouse
,
Hec
tare
D
OC
/M-2
465/
16
P.O
.Eda
vara
mba
670
511
D
td. 0
4.07
.201
6
258
Raj
endr
an.C
.M.
Per
ingo
me
Talip
aram
ba
110
/3
0.09
6 98
/16-
17/M
M/L
T/C
RPS
/ 03
.07.
17
S
/o
Par
ames
hwar
an,
Che
mm
anch
eri
Hou
se,
H
ecta
re
DO
C/M
-252
2/16
P
.O.P
adiy
ottu
chal
670
307
D
td. 0
4.07
.201
6
259
Rad
hakr
ishn
an.K
. P
erin
that
ta
Talip
aram
ba
46/
1A
0.19
44
99/1
6-17
/MM
/LT/
CR
PS/
03.0
7.17
S/o
Kun
happ
a, K
unna
ran
Veed
u,
H
ecta
re
DO
C/M
-250
3/16
P
.O.M
athi
l 670
307
D
td. 0
4.07
.201
6
260
Ram
akris
hnan
Kur
uvan
K
allia
d Iri
tty
46/
4 0.
24
100/
16-1
7/M
M/L
T/C
RPS
/ 03
.07.
17
S
/o A
nand
an K
uruv
an, S
neha
Niv
as,
A
cre
DO
C/M
-267
0/16
P
.O.C
hava
sser
i 670
702
D
td. 0
4.07
.201
6
261
M.N
aray
anan
, K
allia
d Iri
tty
23/
1 0.
0972
10
1/16
-17/
MM
/LT/
CR
PS/
03.0
7.17
S/o
Kun
hira
man
, Bin
du N
ivas
,
Hec
tare
D
OC
/M-2
508/
16
P.O
.Pat
tann
ur 6
70 5
95
Dtd
. 04.
07.2
016
26
2 P
rade
epan
.C.
Kal
liad
Iritty
2
9/3A
0.
0971
10
2/16
-17/
MM
/LT/
CR
PS/
03.0
7.17
S/o
Gov
inda
n, P
aram
bath
anka
ndi H
ouse
,
Hec
tare
D
OC
/M-2
640/
16
P.O
.Mun
deri
670
591
Dtd
. 04.
07.2
016
26
3 H
amsa
Kut
ty.M
. S
reek
anda
pura
m
Talip
aram
ba
16
0/1
0.09
71
103/
16-1
7/M
M/L
T/C
RPS
/ 03
.07.
17
S
/o M
uham
med
, N
iduv
attp
uray
il H
ouse
,
Hec
tare
D
OC
/M-2
480/
16
P.O
.Mal
appa
ttam
D
td. 0
4.07
.201
6
264
Moh
anan
Ikko
mat
h P
erin
gom
e Ta
lipar
amba
2
25/5
0.
0965
10
4/16
-17/
MM
/LT/
CR
PS/
03.0
7.17
Ikko
mat
h H
ouse
, P.O
.Chi
ttadi
,
Hec
tare
D
OC
/M-2
470/
16
Ala
kkod
e 67
0 57
1
D
td. 0
4.07
.201
6
265
Vas
udev
an,
Cha
vass
eri
Iritty
10
5 0.
1943
10
5/16
-17/
MM
/LT/
CR
PS/
06.0
7.17
S/o
Kel
an, P
arak
kand
i Hou
se,
H
ecta
re
DO
C/M
-226
7/16
P
.O.P
.R.N
agar
670
702
D
td. 0
7.07
.201
6
266
Muh
amm
ed S
ajir
Talip
aram
ba
Talip
aram
ba
67
24
106/
16-1
7/M
M/L
T/C
RPS
/ 07
.07.
17
S
/o M
usth
afa.
N.,
Koo
ttukk
an H
ouse
,
Cen
t D
OC
/M-4
478/
16
P.O
.Kar
imba
m 6
70 1
42
Dtd
. 08.
07.2
016
26
7 C
.Man
ohar
an
Kal
liad
Iritty
22
0.
48
107/
16-1
7/M
M/L
T/C
RPS
/ 07
.07.
17
S
/o C
happ
adi K
anna
n,
A
cre
DO
C/M
-223
2/16
C
happ
adi H
ouse
, P.O
.Kal
liad
670
593
Dtd
. 08.
07.2
016
26
8 S
anee
sh.K
. N
idiy
enga
Ta
lipar
amba
3
7/1A
1 0.
1943
10
8/16
-17/
MM
/LT/
CR
PS/
10.0
7.17
S/o
Kan
nan,
Man
asam
,
Hec
tare
D
OC
/M-2
592/
16
Vad
uvan
kula
m, P
.O.K
uttia
ttoor
670
602
D
td. 1
1.07
.201
6
269
Sha
rafu
dhee
n.E
.P.
Kal
liad
Iritty
4
6/4
24
109/
16-1
7/M
M/L
T/C
RPS
/ 10
.07.
17
S
/o A
bdu
Rah
iman
, Sub
aida
Man
zil
C
ent
DO
C/M
-278
0/16
P
.O.M
ayyi
l
D
td. 1
1.07
.201
6
270
Raj
esh.
P.
Per
inth
atta
Ta
lipar
amba
4
5/1A
0.
0971
11
0/16
-17/
MM
/LT/
CR
PS/
10.0
7.17
S/o
Nar
ayan
an,
H
ecta
re
DO
C/M
-247
1/16
P
aruk
kara
n H
ouse
, P.O
.Por
akku
nnu6
70 3
06
Dtd
. 11.
07.2
016
27
1 P
rajit
h Ku
mar
.K.
Kal
liad
Iritty
4
6/4
0.09
72
111/
16-1
7/M
M/L
T/C
RPS
/ 10
.07.
17
S
/o K
unha
mbu
Nam
biar
,
Hec
tare
D
OC
/M-2
468/
16
Kris
hna
Krip
a, P
.O.K
allia
d 67
0 59
3
D
td. 1
1.07
.201
6
272
Ram
esha
n.V
. K
adan
appa
lli
Kan
nur
84/
2B
0.09
71
112/
16-1
7/M
M/L
T/C
RPS
/ 14
.07.
17
S
/o P
.V.R
aman
, Vad
akki
niyi
l Hou
se,
H
ecta
re
DO
C/M
-268
3/16
C
hand
apur
a, K
adan
appa
lli.P
.O. 6
70 3
04
Dtd
. 15.
07.2
016
27
3 G
afoo
r.A.T
. P
ariy
aram
Ta
lipar
amba
2
80/1
24
11
3/16
-17/
MM
/LT/
CR
PS/
17.0
7.17
S/o
K.P
.Mam
mu,
A.T
.Hou
se,
C
ent
DO
C/M
-889
/16
And
anku
lam
, C.P
oyil.
P.O
.670
502
D
td. 1
8.07
.201
6
274
Rav
eend
ran.
V.C
. S
reek
anda
pura
m
Talip
aram
ba
74/
2 0.
1942
11
4/16
-17/
MM
/LT/
CR
PS/
17.0
7.17
S/o
Kun
hira
man
, Van
nara
Cha
lil H
ouse
,
Hec
tare
D
OC
/M-2
481/
16
Ned
ungo
me.
P.O
. 670
631
D
td. 1
8.07
.201
6
275
Nar
ayan
an.V
.K.
May
yil
Talip
aram
ba
42/
3 0.
0972
11
5/16
-17/
MM
/LT/
CR
PS/
17.0
7.17
S/o
Kan
nan,
Kat
til H
ouse
,
Hec
tare
D
OC
/M-2
559/
16
May
yil 6
70 6
02
Dtd
. 18.
07.2
016
27
6 C
heriy
an.K
.C.
Cha
vass
eri
Iritty
8
3/2
0.09
71
116/
16-1
7/M
M/L
T/C
RPS
/ 17
.07.
17
S
/o C
heriy
an J
osep
h,
H
ecta
re
DO
C/M
-212
4/16
K
otta
para
mbi
l Hou
se, K
akka
d.P
.O. 6
70 0
03
Dtd
. 18.
07.2
016
27
7 A
nees
h.A
. M
alap
patta
m
Talip
aram
ba
47/1
0.
049
117/
16-1
7/M
M/L
T/C
RPS
/ 17
.07.
17
S
/o N
aray
anan
, Koo
nam
kand
i Hou
se,
H
ecta
re
DO
C/M
-290
0/16
M
ulla
kkod
i.P.O
. 670
602
D
td. 1
8.07
.201
6
278
San
eesh
.K.
Kal
liad
Iritty
17
0.
1942
11
8/16
-17/
MM
/LT/
CR
PS/
18.0
7.17
S/o
Kan
nan,
Man
asam
,
Hec
tare
D
OC
/M-2
921/
16
Vad
uvan
kula
m, P
.O.K
uttia
ttoor
670
602
D
td. 1
9.07
.201
6
279
Ane
esh.
K.C
. M
ayyi
l Ta
lipar
amba
1
48/3
0.
0971
11
9/16
-17/
MM
/LT/
CR
PS
/ 19
.07.
17
S
/o G
ovin
dan,
Hec
ate
DO
C/M
-297
3/16
A
jith
Niv
as, P
.O.M
ayyi
l 670
602
D
td. 2
0.07
.201
6
280
Nai
nesh
.P.
Man
anth
eri
Thal
asse
ry
297
/1
0.09
71
120/
16-1
7/M
M/L
T/C
RPS
/ 19
.07.
17
S
/o N
aray
anan
, Sre
yas,
Hec
tare
D
OC
/M-2
463/
16
Che
ruva
nche
ri.P
.O. 6
70 6
50
Dtd
. 20.
07.2
016
28
1 D
ines
han.
P.
Cha
vass
eri
Iritty
10
4 0.
1942
12
1/16
-17/
MM
/LT/
CR
PS/
19.0
7.17
S/o
Bal
an N
ambi
ar, K
elot
h H
ouse
,
Hec
tare
D
OC
/M-2
194/
16
Por
ora
670
702
Dtd
. 20.
07.2
016
28
2 B
iju
Per
ingo
me
Talip
aram
ba
22/
5 0.
0971
12
2/16
-17/
MM
/LT/
CR
PS/
19.0
7.17
S/o
Kur
iyak
ose,
Kun
nath
aray
il H
ouse
,
Hec
tare
D
OC
/M-2
464/
16
P.O
.Pad
iyot
tuch
al 6
70 3
07
Dtd
. 20.
07.2
016
28
3 R
ajee
van.
K.
Mok
eri
Thal
asse
ry
93/
1A
24
123/
16-1
7/M
M/L
T/C
RPS
/ 19
.07.
17
S
/o A
nand
an, K
otta
rant
avid
a H
ouse
,
Cen
t D
OC
/M-2
731/
16
Che
nday
ad.P
.O. 6
70 6
92
Dtd
. 20.
07.2
016
28
4 R
adha
kris
hnan
.K.P
. S
reek
anda
pura
m
Talip
aram
ba
74/
6 0.
194
124/
16-1
7/M
M/L
T/C
RPS
/ 19
.07.
17
S
/o K
unhi
ram
an, K
ayak
apur
ayil
Hou
se,
H
ecta
re
DO
C/M
-259
9/16
N
edun
gom
e.P
.O. 6
70 6
31
Dtd
. 20.
07.2
016
28
5 S
uhai
l.M.V
.P.
Per
ingo
me
Talip
aram
ba
21/
2 0.
098
125/
16-1
7/M
M/L
T/C
RPS
/ 19
.07.
17
S
/o H
amsa
Haj
i, M
.V.P
.Hou
se,
H
ecta
re
DO
C/M
-219
8/16
P
.O.T
hekk
umba
d 67
0 30
1
D
td. 2
0.07
.201
6
286
Dile
ep.K
.P.
Kal
liad
Iritty
3
/1
0.09
71
126/
16-1
7/M
M/L
T/C
RPS
/ 24
.07.
17
S
/o G
opal
an, K
.P.H
ouse
,
Hec
tare
D
OC
/M-2
597/
16
Kan
ghiro
de.P
.O. 6
70 5
92
Dtd
. 25.
07.2
016
28
7 P
rade
ep.A
. K
urum
atho
or
Talip
aram
ba
104
/1
0.09
71
127/
16-1
7/M
M/L
T/C
RPS
/ 24
.07.
17
S
/o A
ppu
Kut
tan
Nai
r, K
rishn
a B
hava
n
Hec
tare
D
OC
/M-2
404/
16
Kur
umat
hoor
.P.O
. 670
148
D
td. 2
5.07
.201
6
288
Ali.
K.C
. K
allia
d Iri
tty
46/
4 0.
0971
12
8/16
-17/
MM
/LT/
CR
PS/
24.0
7.17
S/o
Muh
amm
ed K
unhi
, Kin
akko
ol H
ouse
,
Hec
tare
D
OC
/M-2
882/
16
Per
uval
athu
para
mba
D
td. 2
5.07
.201
6
289
Sha
bu.K
. M
anan
ther
i Th
alas
sery
29
6 0.
0408
12
9/16
-17/
MM
/LT/
CR
PS/
24.0
7.17
S/o
Gop
i, C
ham
atha
yulla
para
mba
th H
ouse
,
Hec
tare
D
OC
/M-3
043/
16
Che
ruva
nche
ri.P
.O. 6
70 6
50
Dtd
. 25.
07.2
016
29
0 A
nand
an T
hach
aron
C
hava
sser
i Iri
tty
127
/1
0.19
42
130/
16-1
7/M
M/L
T/C
RPS
/ 24
.07.
17
S
/o K
elan
, Ana
ndam
,
H
ecta
re
DO
C/M
-260
2/16
M
atta
nnur
670
702
D
td. 2
5.07
.201
6
291
K.K
.Raj
eeva
n,
Kal
liad
Iritty
4
6/4
0.09
71
131/
16-1
7/M
M/L
T/C
RPS
/ 24
.07.
17
S
/o K
umar
an, K
unhi
kkan
di H
ouse
,
Hec
tare
D
OC
/M-3
018/
16
Che
kkik
ulam
.P.O
. 670
592
D
td. 2
5.07
.201
6
292
Ibra
him
Kut
ty.R
.P.
Chu
zhal
i Ta
lipar
amba
6
6/1A
1 0.
0972
13
2/16
-17/
MM
/LT/
CR
PS/
24.0
7.17
S/o
Aha
mm
ed K
utty
, Ram
Kun
num
mal
Hec
tare
D
OC
/M-2
811/
16
Put
hiya
Pur
ayil,
Mul
lako
di.P
.O. 6
70 6
02
Dtd
. 25.
07.2
016
29
3 S
hyju
.V.V
. K
anko
l Ta
lipar
amba
2
24/1
0.
0971
13
3/16
-17/
MM
/LT/
CR
PS/
26.0
7.17
S/o
T.M
.San
kara
n, V
adak
ke V
eetti
l Hou
se,
H
ecta
re
DO
C/M
-190
3/16
P
.O.K
aran
thad
670
308
D
td. 2
7.07
.201
6
294
Abd
ul J
abba
r.T.
Eru
vess
i Ta
lipar
amba
1
09/1
A
0.09
71
134/
16-1
7/M
M/L
T/C
RPS
/ 26
.07.
17
S
/o A
boob
acke
r, Th
ekka
n M
arak
kath
Hou
se,
H
ecta
re
DO
C/M
-294
1/16
S
reek
anda
pura
m.P
.O. 6
70 6
31
Dtd
. 27.
07.2
016
29
5 A
ssee
s.K
.P.
Mal
appa
ttam
Ta
lipar
amba
88
0.
1942
13
5/16
-17/
MM
/LT/
CR
PS/
26.0
7.17
S/o
Mam
mad
, Akk
aram
mal
Hou
se,
H
ecta
re
DO
C/M
-307
1/16
M
ayyi
l.P.O
. 670
602
D
td. 2
7.07
.201
6
296
Ram
esha
n.P
.V.
Kal
liad
Iritty
1
0.09
71
136/
16-1
7/M
M/L
T/C
RPS
/ 26
.07.
17
S
/o C
hand
u Ku
tty, P
uthi
ya V
eetti
l Hou
se,
H
ecta
re
DO
C/M
-260
1/16
K
osav
anva
yal.P
.O. 6
70 5
93
Dtd
. 27.
07.2
016
29
7 B
iju K
umar
.K.
Per
ingo
me
Talip
aram
ba
26/
14
0.09
61
137/
16-1
7/M
M/L
T/C
RPS
/ 26
.07.
17
S
/o R
aman
.T.K
., Ku
nnum
mal
Hou
se,
H
ecta
re
DO
C/M
-300
8/16
E
ttuku
dukk
a.P
.O. 6
70 5
21
Dtd
. 27.
07.2
016
29
8 A
ji.P
.P.
Per
ingo
me
Talip
aram
ba
22/
8 0.
0961
13
8/16
-17/
MM
/LT/
CR
PS
/ 26
.07.
17
S
/o D
amod
hara
n, P
utha
n P
aram
bil H
ouse
,
Hec
tare
D
OC
/M-2
931/
16
Per
ingo
me.
P.O
.
D
td. 2
7.07
.201
6
299
San
thos
h Ku
mar
.K.
Per
ingo
me
Talip
aram
ba
26/
1 0.
095
139/
16-1
7/M
M/L
T/C
RPS
/ 26
.07.
17
S
/o C
hand
an, K
adiy
an H
ouse
,
Hec
tare
D
OC
/M-3
009/
16
Koz
hum
mal
.P.O
. 670
521
D
td. 2
7.07
.201
6
300
Pre
yesh
.P.
Kal
liad
Iritty
17
0.
0971
14
0/16
-17/
MM
/LT/
CR
PS/
26.0
7.17
S/o
Vas
udev
an, K
anno
th H
ouse
,
Hec
tare
D
OC
/M-3
078/
16
Kos
avan
vaya
l.P.O
. 670
593
D
td. 2
7.07
.201
6
301
Ben
ny.M
.C.
Chu
zhal
i Ta
lipar
amba
30
0.
0971
14
1/16
-17/
MM
/LT/
CR
PS/
26.0
7.17
S/o
Cha
cko,
Mel
edat
h H
ouse
,
Hec
tare
D
OC
/M-6
64/1
6
Th
adik
kada
vu.P
.O. 6
70 5
81
Dtd
. 27.
07.2
016
30
2 R
athe
esh.
P.P
. K
allia
d Iri
tty
11/
1 24
14
2/16
-17/
MM
/LT/
CR
PS
/ 26
.07.
17
S
/o J
anar
dhan
an, K
alas
apar
amba
th H
ouse
,
Cen
t D
OC
/M-1
920/
16
Kal
liad.
P.O
. 670
593
D
td. 2
7.07
.201
6
303
Mus
thaf
a.M
.K.
Kal
liad
Iritty
2
9/3A
0.
0971
14
3/16
-17/
MM
/LT/
CR
PS/
26.0
7.17
S
/o K
unhi
Muh
amm
ed,
Mun
daya
dank
andi
H
ouse
,
Hec
tare
D
OC
/M-2
942/
16
Mun
der.P
.O. 6
70 5
91
Dtd
. 27.
07.2
016
30
4 R
avee
ndra
n.M
. P
azha
ssi
Iritty
1
42/1
24
14
4/16
-17/
MM
/LT/
CR
PS/
26.0
7.17
S/o
K.P
aith
al, A
run
Niv
as,
C
ent
DO
C/M
-304
4/16
P
.O.K
angh
ileri
670
702
Dtd
. 27.
07.2
016
30
5 Ib
rahi
m K
utty
.K.
Cha
vass
eri
Iritty
1
09/1
0.
0971
14
5/16
-17/
MM
/LT/
CR
PS/
26.0
7.17
S/o
T.M
oide
en, S
hahi
na M
anzi
l,
Hec
tare
D
OC
/M-2
676/
16
P.O
.Kol
ari 6
70 7
02
Dtd
. 27.
07.2
016
30
6 S
rees
han.
K.
Pat
tann
ur
Thal
asse
ry
9/1
9.
7 14
6/16
-17/
MM
/LT/
CR
PS/
27.0
7.17
S/o
Kun
hira
man
, Am
man
athi
l Hou
se,
A
re
DO
C/M
-300
6/16
E
daya
nnur
.P.O
. 670
595
D
td. 2
8.07
.201
6
307
Raj
in.K
.E.
Kal
liad
Iritty
22
24
14
7/16
-17/
MM
/LT/
CR
PS/
31.0
7.17
S/o
Nar
ayan
an, N
aray
anal
ayam
,
Cen
t D
OC
/M-2
729/
16
Mat
tann
ur 6
70 7
02
Dtd
. 01.
08.2
016
30
8 S
ures
h.P.
V.
Eru
vess
i Ta
lipar
amba
1
8/2
0.09
71
148/
16-1
7/M
M/L
T/C
RPS
/ 31
.07.
17
S
/o V
elay
udha
n, P
ayam
pani
yil H
ouse
,
Hec
tare
D
OC
/M-2
600/
16
Che
mbe
ri.P
.O. 6
70 6
32
Dtd
. 01.
08.2
016
30
9 A
nees
h.P
.V.
Kal
liad
Iritty
1
0.09
71
149/
16-1
7/M
M/L
T/C
RPS
/ 31
.07.
17
S
/o K
arun
akar
an, J
isha
Niv
as,
H
ecta
re
DO
C/M
-311
8/16
K
osav
anva
yal.P
.O. 6
70 5
93
Dtd
. 01.
08.2
016
31
0 S
ulph
ikka
r.N.
Koo
veri
Talip
aram
ba
189
0.09
73
150/
16-1
7/M
M/L
T/C
RPS
/ 31
.07.
17
S
/o A
bdul
la, S
as M
anzi
l,
Hec
tare
D
OC
/M-2
991/
16
Cha
lad.
P.O
. 670
014
D
td. 0
1.08
.201
6
311
Gan
esha
n.K.
K
allia
d Iri
tty
1 0.
0971
15
1/16
-17/
MM
/LT/
CR
PS/
31.0
7.17
S/o
Gov
inda
n, K
unna
rath
Hou
se,
H
ecta
re
DO
C/M
-315
1/16
K
allia
d.P
.O. 6
70 5
93
Dtd
. 01.
08.2
016
31
2 V
argh
ese
Jose
ph
Pad
iyoo
r Iri
tty
112
/4
24
152/
16-1
7/M
M/L
T/C
RPS
/ 31
.07.
17
S
/o J
osep
h, C
hira
tta V
elik
kuzh
i Hou
se,
C
ent
DO
C/M
-307
3/16
K
elak
om.P
.O. 6
70 6
74
Dtd
. 01.
08.2
016
313
Dev
assy
a N
idiy
enga
Ta
lipar
amba
41
0.
0971
15
3/16
-17/
MM
/LT/
CR
PS/
02.0
8.17
S/o
Jos
eph,
Ikka
ra H
ouse
,
Hec
tare
D
OC
/M-2
022/
16
Che
mbe
ri.P
.O. 6
70 6
32
Dtd
. 03.
08.2
016
31
4 Ja
yara
jan.
P.
Nid
iyen
ga
Talip
aram
ba
13/
1 0.
0971
15
4/16
-17/
MM
/LT/
CR
PS
/ 02
.08.
17
S
/o K
.V.N
aray
anan
, Kan
ghiro
dan
Hou
se,
H
ecta
re
DO
C/M
-307
4/16
N
idiy
enga
.P.O
. 670
631
D
td. 0
3.08
.201
6
315
Man
oj K
umar
.M.P
. P
atta
nnur
Th
alas
sery
40
9.
67
155/
16-1
7/M
M/L
T/C
RPS
/ 02
.08.
17
S
/o V
asud
evan
, Am
ith N
ivas
,
Are
D
OC
/M-3
007/
16
Kut
tiatto
or.P
.O. 6
70 6
02
Dtd
. 03.
08.2
016
31
6 B
alag
opal
an.A
. K
allia
d Iri
tty
46/
4 0.
1942
15
6/16
-17/
MM
/LT/
CR
PS/
02.0
8.17
S/o
Cha
thu
Kut
ty N
ambi
ar,
H
ecta
re
DO
C/M
-318
8/16
M
avila
chal
il H
ouse
, Pat
tann
ur.P
.O. 6
70 5
95
Dtd
. 03.
08.2
016
31
7 S
udee
p C
huzh
ali
Talip
aram
ba
42/
4 0.
0972
15
7/16
-17/
MM
/LT/
CR
PS/
02.0
8.17
S/o
Vel
ayud
han,
Kan
nam
balli
Hou
se,
H
ecta
re
DO
C/M
-219
1/16
K
adam
puzh
a.P
.O. 6
76 5
53
Dtd
. 03.
08.2
016
31
8 K
rishn
an.C
.V.
Chu
zhal
i Ta
lipar
amba
4
3/2
0.09
72
158/
16-1
7/M
M/L
T/C
RPS
/ 02
.08.
17
S
/o C
hand
u Ku
tty, C
hath
oth
Hou
se,
H
ecta
re
DO
C/M
-278
7/16
K
oyya
m.P
.O. 6
70 1
42
Dtd
. 03.
08.2
016
31
9 U
mm
er.P
.K.
Chu
zhal
i Ta
lipar
amba
3
26/4
0.
0971
15
9/16
-17/
MM
/LT/
CR
PS/
02.0
8.17
S/o
Ali,
Ara
yakk
el P
oova
n K
ulat
hil H
ouse
,
Hec
tare
D
OC
/M-7
28/1
6
C
huzh
ali.P
.O. 6
70 6
32
Dtd
. 03.
08.2
016
32
0 S
ures
h Ba
bu.T
. M
anan
ther
i Th
alas
sery
2
97/1
0.
0971
16
0/16
-17/
MM
/LT/
CR
PS/
07.0
8.17
S/o
Nan
u, M
otta
para
mba
th H
ouse
,
Hec
tare
D
OC
/M-3
077/
16
P.O
.Che
ruva
nche
ri 67
0 65
0
D
td. 0
8.08
.201
6
321
Prin
jith
Man
anth
eri
Thal
asse
ry
296
0.09
71
161/
16-1
7/M
M/L
T/C
RPS
/ 07
.08.
17
S
/o R
agha
van,
Rag
hapr
abha
,
Hec
tare
D
OC
/M-2
989/
16
Che
ruva
nche
ri.P
.O. 6
70 6
30
Dtd
. 08.
08.2
016
32
2 P
.Abd
u H
anee
fa
Kol
aval
lur
Thal
asse
ry
57/
2B2
0.09
71
162/
16-1
7/M
M/L
T/C
RPS
/ 07
.08.
17
S
/o M
ayin
, Par
akka
l Hou
se,
H
ecta
re
DO
C/M
-185
2/16
K
ondo
tti.P
.O.,
Mal
appu
ram
673
638
D
td. 0
8.08
.201
6
323
Abd
ul S
alam
.A.V
. C
huzh
ali
Talip
aram
ba
320
/4
0.09
71
163/
16-1
7/M
M/L
T/C
RPS
/ 07
.08.
17
S
/o M
oide
en K
utty
, And
yan
Val
appi
l Hou
se,
H
ecta
re
DO
C/M
-731
/16
P.O
.Koy
yam
670
142
D
td. 0
8.08
.201
6
324
Muh
amm
ed S
ulim
an.M
. K
allia
d Iri
tty
23/
1 0.
1942
16
4/16
-17/
MM
/LT/
CR
PS/
07.0
8.17
S
/o K
unhi
Muh
amm
ed, A
lang
adan
Hou
se,
H
ecta
re
DO
C/M
-795
/16
Ven
gottu
r.P.O
., M
alap
pura
m 6
76 5
03
Dtd
. 08.
08.2
016
32
5 A
bdul
Sal
eem
.K.P
. K
allia
d Iri
tty
22
0.09
72
165/
16-1
7/M
M/L
T/C
RPS
/ 15
.08.
17
S
/o
K.P
.Abd
ul
Maj
eed
Haj
i, K
aipp
ayil
P
uthi
ya
H
ecta
re
DO
C/M
-268
0/16
P
uray
il H
ouse
, P.O
.Che
rupa
zhas
si 6
70 6
01
Dtd
. 16.
08.2
016
32
6 P
.Kun
hi K
rishn
an
Man
anth
eri
Thal
asse
ry
25/
2B1
0.09
71
166/
16-1
7/M
M/L
T/C
RPS
/ 15
.08.
17
S
/o G
ovin
dan,
Ajit
ha N
ivas
,
Hec
tare
D
OC
/M-3
075/
16
Man
anth
eri.P
.O. 6
70 6
43
Dtd
. 16.
08.2
016
32
7 A
bdul
Jal
eel.C
.K.
Kal
liad
Iritty
4
6/4
24
167/
16-1
7/M
M/L
T/C
RPS
/ 15
.08.
17
S
/o
Rah
iman
A
bdul
, C
hund
akku
nnum
mal
H
ouse
,
Cen
t D
OC
/M-2
996/
16
Che
rupa
zhas
si.P
.O. 6
70 6
01
Dtd
. 16.
08.2
016
32
8 S
abir.
K.
Kal
liad
Iritty
4
6/4
0.09
71
168/
16-1
7/M
M/L
T/C
RPS
/ 15
.08.
17
S
/o A
bdul
Rah
iman
, Kee
thed
ath
Hou
se,
H
ecta
re
DO
C/M
-316
6/16
P
eruv
alat
hupa
ram
ba.P
.O. 6
70 5
93
Dtd
. 16.
08.2
016
32
9 M
anoj
Kum
ar.N
.K.
Kan
dam
kunn
u Th
alas
sery
6
4/1
0.09
72
169/
16-1
7/M
M/L
T/C
RPS
/ 15
.08.
17
S
/o K
rishn
an K
utty
, Krip
ama
H
ecta
re
DO
C/M
-283
4/16
N
irmal
agiri
.P.O
. 670
701
Dtd
. 16.
08.2
016
33
0 R
avee
ndra
n N
ambi
ar,
Kal
liad
Iritty
17
0.
0971
17
0/16
-17/
MM
/LT/
CR
PS/
15.0
8.17
S/o
Nar
ayan
an, P
appi
niss
eri H
ouse
,
Hec
tare
D
OC
/M-3
079/
16
Kos
avan
vaya
l.P.O
. 670
593
D
td. 1
6.08
.201
6
331
Pra
veen
.P.
Kal
liad
Iritty
17
0.
0972
17
1/16
-17/
MM
/LT/
CR
PS/
15.0
8.17
S/o
Sre
edha
ran,
Priy
a N
ivas
,
Hec
tare
D
OC
/M-3
233/
16
Kod
olip
ram
, Pat
tann
ur.P
.O. 6
70 5
95
Dtd
. 16.
08.2
016
33
2 S
ajes
h.A
. K
allia
d Iri
tty
29/3
A
24
172/
16-1
7/M
M/L
T/C
RPS
/ 15
.08.
17
S
/o R
amac
hand
ran
Nam
biar
,
Cen
t D
OC
/M-2
988/
16
S
anis
hala
yam
, C
hitta
ripar
amba
.P.O
. 67
0 65
0
D
td. 1
6.08
.201
6
333
T.As
hoka
n E
ram
am
Talip
aram
ba
443
0.09
71
173/
16-1
7/M
M/L
T/C
RPS
/ 16
.08.
17
S
/o M
adha
van.
T., T
hatta
rath
Hou
se,
H
ecta
re
DO
C/M
-298
3/16
Th
ana.
P.O
. 670
012
D
td. 1
7.08
.201
6
334
M.V
.Ram
acha
ndra
n K
allia
d Iri
tty
23/
1 0.
0971
17
4/16
-17/
MM
/LT/
CR
PS/
16.0
8.17
S/o
Gov
inda
n N
ambi
ar, T
heer
tham
,
Hec
tare
D
OC
/M-3
042/
16
Per
uval
athp
aram
ba.P
.O. 6
70 5
93
Dtd
. 17.
08.2
016
335
Abd
ul H
amee
d P
erin
gom
e Ta
lipar
amba
3
8/2
0.09
72
175/
16-1
7/M
M/L
T/C
RPS
/ 16
.08.
17
S
/o K
unhi
Abd
ul R
ahim
an,
Kuni
ya H
ouse
,
Hec
tare
D
OC
/M-3
228/
16
Per
iya,
Kas
arag
od 6
71 3
16
Dtd
. 17.
08.2
016
33
6 Jo
shi
Pay
yavo
or
Talip
aram
ba
1/1
0.
0971
17
6/16
-17/
MM
/LT/
CR
PS/
16.0
8.17
S/o
Tho
mas
, Akk
akku
nnel
Hou
se,
H
ecta
re
DO
C/M
-190
2/16
K
osav
anva
yal.P
.O. 6
70 5
93
Dtd
. 17.
08.2
016
33
7 V
ishn
u N
ambo
othi
ri P
erin
gom
e Ta
lipar
amba
1
44/1
0.
0959
17
7/16
-17/
MM
/LT/
CR
PS/
21.0
8.17
S/o
San
kara
n N
ambo
othi
ri,K
arin
gula
thill
am,
H
ecta
re
DO
C/M
-283
5/16
A
thav
anad
.P.O
., M
alap
pura
m 6
76 3
01
Dtd
. 22.
08.2
016
33
8 R
enil.
T.C
. P
utho
or
Thal
asse
ry
7/1
14
.62
178/
16-1
7/M
M/L
T/C
RPS
/ 21
.08.
17
S
/o S
reed
hara
n, T
.C.N
ivas
,
Are
D
OC
/M-3
191/
16
Che
rupa
ram
ba.P
.O. 6
70 6
93
Dtd
. 22.
08.2
016
33
9 S
unny
Abr
aham
K
elak
om
Iritty
K
TR 3
29
0.09
71
179/
16-1
7/M
M/L
T/C
RPS
/ 21
.08.
17
S
/o A
brah
am, A
rakk
al H
ouse
,
Hec
tare
D
OC
/M-3
392/
16
Kan
icha
r.P.O
. 670
674
D
td. 2
2.08
.201
6
340
Saj
an.M
.D.
Ala
ppad
amb
Talip
aram
ba
478
/1P
t 0.
0971
18
0/16
-17/
MM
/LT/
CR
PS/
21.0
8.17
S/o
Dav
id J
osep
h, M
ooka
ntho
ttath
il H
ouse
,
Hec
tare
D
OC
/M-3
316/
16
Pet
tikku
ndu.
P.O
., K
asar
agod
671
313
D
td. 2
2.08
.201
6
341
Sud
haka
ran.
P.
Pad
uvila
yi
Thal
asse
ry
2 0.
0607
18
1/16
-17/
MM
/LT/
CR
PS/
24.0
8.17
S/o
Kum
aran
, Tha
pasy
a, V
enm
anal
Hec
tare
D
OC
/M-3
467/
16
Anc
hara
kkan
dy.P
.O. 6
70 6
12
Dtd
. 25.
08.2
016
34
2 P
utha
n Pa
ram
bil J
osep
h Th
omas
, K
elak
om
Iritty
25
6 0.
0931
18
2/16
-17/
MM
/LT/
CR
PS/
28.0
8.17
Jibi
n N
ivas
,
Hec
tare
D
OC
/M-2
192/
16
Kot
tiyoo
r.P.O
. 670
651
D
td. 2
9.08
.201
6
343
Biju
Jos
eph
Sre
ekan
dapu
ram
Ta
lipar
amba
2
33/2
0.
0971
18
3/16
-17/
MM
/LT/
CR
PS/
28.0
8.17
S/o
Jos
eph,
Pun
nass
eri H
ouse
,
Hec
tare
D
OC
/M-3
227/
16
Per
ikko
de.P
.O. 6
70 6
31
Dtd
. 29.
08.2
016
34
4 A
shok
an.A
. M
anan
ther
i Th
alas
sery
2
5/2B
1 0.
0971
18
4/16
-17/
MM
/LT/
CR
PS/
28.0
8.17
S/o
Gov
inda
n, P
alliy
ath
Hou
se,
H
ecta
re
DO
C/M
-323
5/16
M
anan
ther
i.P.O
. 670
643
D
td. 2
9.08
.201
6
345
Sre
ekum
ar.M
. A
lapp
adam
b Ta
lipar
amba
4
78/1
Pt
0.09
71
185/
16-1
7/M
M/L
T/C
RPS
/ 28
.08.
17
S
/o G
anga
dhar
an, K
uthi
rum
mal
Hou
se,
H
ecta
re
DO
C/M
-331
7/16
V
aliy
apoy
il.P
.O. 6
71 3
13
Dtd
. 29.
08.2
016
34
6 S
anth
osh.
P.P
. N
idiy
enga
Ta
lipar
amba
8
0.09
71
186/
16-1
7/M
M/L
T/C
RPS
/ 28
.08.
17
S
/o K
anna
n, P
uthi
ya P
uray
il H
ouse
,
Hec
tare
D
OC
/M-1
648/
16
Kay
aral
am.P
.O. 6
70 6
02
Dtd
. 29.
08.2
016
34
7 D
evas
sya
Nid
iyen
ga
Talip
aram
ba
1/1
0.
0971
18
7/16
-17/
MM
/LT/
CR
PS/
30.0
8.17
S/o
Jos
eph,
Ikka
ra H
ouse
,
Hec
tare
D
OC
/M-2
837/
16
Che
mbe
ri.P
.O. 6
70 6
32
Dtd
. 31.
08.2
016
34
8 D
amod
hara
n.P
. M
alap
patta
m
Talip
aram
ba
84/
1 0.
1942
18
8/16
-17/
MM
/LT/
CR
PS/
30.0
8.17
S/o
Rag
hava
n.V
.V.,
Van
nath
anka
ndi H
ouse
,
Hec
tare
D
OC
/M-3
448/
16
Per
uval
athu
para
mba
.P.O
. 670
593
D
td. 3
1.08
.201
6
349
Ram
acha
ndra
n.M
. K
eezh
ur
Thal
asse
ry
43/
1 0.
0971
18
9/16
-17/
MM
/LT/
CR
PS/
30.0
8.17
S/o
Kris
hnan
Nam
biar
, Kris
hna
Nila
yam
Hec
tare
D
OC
/M-3
449/
16
Mat
tann
ur 6
70 7
02
Dtd
. 31.
08.2
016
35
0 A
ppuk
utta
n.P
.P.
Ala
ppad
amb
Talip
aram
ba
396
/2
0.08
9 19
0/16
-17/
MM
/LT/
CR
PS/
30.0
8.17
S/o
Kun
ham
bu, P
adin
ghar
e Pu
rayi
l Hou
se,
H
ecta
re
DO
C/M
-259
8/16
K
ozhu
mm
al.P
.O. 6
70 5
21
Dtd
. 31.
08.2
016
35
1 P
.P.H
amza
Kut
ty,
Kal
liad
Iritty
4
6/4
0.09
71
191/
16-1
7/M
M/L
T/C
RPS
/ 30
.08.
17
S
/o
Moi
dhu
Haj
i, Pa
nnya
nkan
di
Put
hiya
P
uray
il
Hec
tare
D
OC
/M-3
516/
16
Kol
ache
ri.P
.O. 6
70 6
01
Dtd
. 31.
08.2
016
35
2 M
uham
med
Raf
eequ
e
Kal
liad
Iritty
4
6/4
0.09
71
192/
16-1
7/M
M/L
T/C
RPS
/ 30
.08.
17
S
/o Ib
rahi
m.P
.T.,
Par
atho
di H
ouse
,
Hec
tare
D
OC
/M-3
322/
16
P.O
.Ana
kkay
am, M
alap
pura
m 6
76 5
69
Dtd
. 31.
08.2
016
35
3 B
ijesh
.K.P
. M
ayyi
l Ta
lipar
amba
5
57/1
0.
0971
19
3/16
-17/
MM
/LT/
CR
PS
/ 04
.09.
17
S
/o B
alak
rishn
an, R
MB
Hou
se,
H
ecta
re
DO
C/M
-339
3/16
C
heru
pazh
assi
.P.O
. 670
601
D
td. 0
5.09
.201
6
354
Sur
esha
n C
huzh
ali
Talip
aram
ba
30
0.09
72
194/
16-1
7/M
M/L
T/C
RPS
/ 07
.09.
17
S
/o N
aray
anan
, Man
i Hou
se,
H
ecta
re
DO
C/M
-348
3/16
K
allia
sser
i, A
njar
akka
ndi.P
.O. 6
70 3
31
Dtd
. 08.
09.2
016
35
5 B
alak
rishn
an.K
. K
allia
d Iri
tty
22
0.09
71
195/
16-1
7/M
M/L
T/C
RPS
/ 18
.09.
17
S
/o K
umar
an, A
njal
i Niv
as,
H
ecta
re
DO
C/M
-337
9/16
P
.O.C
hattu
kapp
ara
670
602
Dtd
. 19.
09.2
016
35
6 B
inoy
.M.M
. K
allia
d Iri
tty
1 0.
0971
19
6/16
-17/
MM
/LT/
CR
PS/
18.0
9.17
S/o
Mat
hai.M
.J.
H
ecta
re
DO
C/M
-349
4/16
M
azhu
ppel
Hou
se, C
ham
atha
chal
.P.O
. 670
63
3
D
td. 1
9.09
.201
6
357
Cha
ndra
n.K
.V.
Nid
iyen
ga
Talip
aram
ba
8 0.
0971
19
7/16
-17/
MM
/LT/
CR
PS/
18.0
9.17
S
/o K
unha
mbu
, Kun
nath
Val
appi
l Hou
se,
H
ecta
re
DO
C/M
-299
2/16
C
heng
alay
i.P.O
. 670
631
D
td. 1
9.09
.201
6
358
K.V
.Kris
hnan
K
allia
d Iri
tty
46
/4
24
198/
16-1
7/M
M/L
T/C
RPS
/ 18
.09.
17
S
/o N
aray
anan
, Lak
shm
i Niv
as,
C
ent
DO
C/M
-359
6/16
P
.O.E
daya
nnur
670
595
D
td. 1
9.09
.201
6
359
Sha
ji P
ayam
Iri
tty
60
0.09
71
199/
16-1
7/M
M/L
T/C
RPS
/ 21
.09.
17
S
/o M
atha
i, M
amoo
ttil H
ouse
,
Hec
tare
D
OC
/M-3
521/
16
Mad
athi
l, P
.O.Ir
itty
670
703
Dtd
. 22.
09.2
016
36
0 P
rasa
d Ko
tturu
P
ayam
Iri
tty
1/
1 0.
0971
20
0/16
-17/
MM
/LT/
CR
PS/
21.0
9.17
S/o
Kar
unak
aran
, Asw
athi
Hou
se,
H
ecta
re
DO
C/M
-249
9/16
P
adiy
oor.P
.O. 6
70 7
03
Dtd
. 22.
09.2
016
36
1 S
ham
sudh
een.
S.V
. E
ram
am
Talip
aram
ba
449
0.09
71
201/
16-1
7/M
M/L
T/C
RPS
/ 21
.09.
17
S
/o A
bdul
Kar
eem
Hec
tare
D
OC
/M-3
599/
16
See
ruva
lapp
il H
ouse
, Mat
hil.P
.O. 6
70 3
07
Dtd
. 22.
09.2
016
36
2 R
aju.
P.
Era
mam
Ta
lipar
amba
3
/2
0.09
71
202/
16-1
7/M
M/L
T/C
RPS
/ 25
.09.
17
S
/o N
aray
anan
, Cha
man
di, P
oora
kkad
avat
h
Hec
tare
D
OC
/M-2
682/
16
Hou
se, K
utto
or.P
.O. 6
70 3
06
Dtd
. 26.
09.2
016
36
3 S
rees
han.
K.
Kol
ari
Thal
asse
ry
21/
1 0.
0971
20
3/16
-17/
MM
/LT/
CR
PS/
25.0
9.17
S/o
Kun
hira
man
, Am
man
athi
l Hou
se,
H
ecta
re
DO
C/M
-273
5/16
E
daya
nnur
.P.O
. 670
595
D
td. 2
6.09
.201
6
364
Sur
esh.
K.
Per
inth
atta
Ta
lipar
amba
1
32/1
A
0.09
71
204/
16-1
7/M
M/L
T/C
RPS
/ 25
.09.
17
S
/o T
.Am
bu, K
azha
kakk
aran
Hou
se,
H
ecta
re
DO
C/M
-323
4/16
P
urak
kunn
u.P
.O. 6
70 3
01
Dtd
. 26.
09.2
016
36
5 S
aju.
M.V
. P
erin
gom
e Ta
lipar
amba
1
45/1
0.
0961
20
5/16
-17/
MM
/LT/
CR
PS/
25.0
9.17
S/o
Var
key,
Mat
tath
ilani
kkal
Hou
se,
H
ecta
re
DO
C/M
-317
0/16
P
uthi
riyad
ukka
m.P
.O.,
Kas
argo
d 67
1 31
4
D
td. 2
6.09
.201
6
366
Pra
sad.
C.
Per
ingo
me
Talip
aram
ba
162
/6
0.09
6 20
6/16
-17/
MM
/LT/
CR
PS/
27.0
9.17
S/o
Am
badi
, Chi
ttank
kara
n H
ouse
,
Hec
tare
D
OC
/M-3
126/
16
Pet
tikku
ndu.
P.O
., K
asar
agod
671
313
D
td. 2
8.09
.201
6
367
Bal
akris
hnan
C
hava
sser
i Iri
tty
3 0.
0971
20
7/16
-17/
MM
/LT/
CR
PS/
27.0
9.17
S/o
Nar
ayan
an, E
lam
bayi
l Hou
se,
H
ecta
re
DO
C/M
-234
2/16
U
liyil.
P.O
. 670
702
D
td. 2
8.09
.201
6
368
Rin
oop.
K.M
. M
uzha
kkun
nu
Iritty
20
6 0.
0971
20
8/16
-17/
MM
/LT/
CR
PS/
27.0
9.17
S/o
Moh
anan
, Sre
ehar
i Niv
as,
H
ecta
re
DO
C/M
-363
3/16
P
.O.V
ilakk
ode
670
703
Dtd
. 28.
09.2
016
36
9 R
ajee
v.T.
A.
Vay
athu
r Iri
tty
28/
1A2
0.19
42
209/
16-1
7/M
M/L
T/C
RPS
/ 27
.09.
17
S
/o A
yyap
pan.
T.
H
ecta
re
DO
C/M
-330
8/16
Th
anik
kapa
ram
bil
Hou
se,
Ulik
kal.P
.O.
670
705
Dtd
. 28.
09.2
016
37
0 P
raka
shan
.M.
Sre
ekan
dapu
ram
Ta
lipar
amba
1
61/1
0.
0971
21
0/16
-17/
MM
/LT/
CR
PS/
27.0
9.17
S/o
Ram
an, R
amap
uram
Hou
se,
H
ecta
re
DO
C/M
-268
6/16
C
heru
pazh
assi
.P.O
. 670
601
D
td. 2
8.09
.201
6
371
Moh
anan
.P.
Ram
anth
ali
Talip
aram
ba
183
/2
0.09
71
211/
16-1
7/M
M/L
T/C
RPS
/ 27
.09.
17
S
/o P
.Mad
hava
n, P
arat
hi H
ouse
,
Hec
tare
D
OC
/M-3
498/
16
Pal
akko
de.P
.O. 6
70 3
05
Dtd
. 28.
09.2
016
37
2 M
uham
med
Kun
hi.C
. P
erin
gom
e Ta
lipar
amba
16
1 0.
0971
21
2/16
-17/
MM
/LT/
CR
PS/
02.1
0.17
S/o
Abo
obac
ker,
Che
ruku
nnon
Hou
se,
H
ecta
re
DO
C/M
-330
6/16
Ta
lipar
amba
670
14
Dtd
. 03.
10.2
016
37
3 B
alam
ani.K
.P.
Kan
kol
Talip
aram
ba
191
/1
0.09
71
213/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
D
/o C
hiru
kand
an, K
uthi
rum
mal
Hou
se,
H
ecta
re
DO
C/M
-332
8/16
P
.O.K
anko
l 670
307
D
td. 0
3.10
.201
6
374
K.N
.Um
mer
S
reek
anda
pura
m
Talip
aram
ba
235
/1
0.09
71
214/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
S
/o M
ayan
, Raf
seen
as,
H
ecta
re
DO
C/M
-380
5/16
A
ncha
rakk
andy
.P.O
. 670
612
D
td. 0
3.10
.201
6
375
Thila
kara
jan.
K.V
. R
aman
thal
i Ta
lipar
amba
1
86/9
0.
081
215/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
S
/o N
aray
anan
, Kav
ile V
alap
pil H
ouse
,
Hec
tare
D
OC
/M-3
164/
16
Pal
akko
de.P
.O. 6
70 3
05
Dtd
. 03.
10.2
016
37
6 S
haji
John
son
Pay
yavo
or
Talip
aram
ba
1/1
0.
089
216/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
S
/o V
argh
ese,
Koo
ttung
al H
ouse
,
Hec
tare
D
OC
/M-2
922/
16
Nuc
hiya
d 67
0 70
5
D
td. 0
3.10
.201
6
377
Sun
il
Kal
liad
Iritty
23/1
0.
0971
21
7/16
-17/
MM
/LT/
CR
PS/
02.1
0.17
S/o
Kun
hira
man
, Am
bala
velil
Hou
se,
H
ecta
re
DO
C/M
-308
0/16
P
.O.P
ayam
670
704
D
td. 0
3.10
.201
6
378
Div
akar
an.P
. P
erin
that
ta
Talip
aram
ba
78/
1A1
0.09
71
218/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
S
/o T
.P.G
ovin
dan,
Pad
ichi
Hou
se,
H
ecta
re
DO
C/M
-363
7/16
Th
avid
isse
ri, P
.O.P
orak
kunn
u 67
0 30
6
D
td. 0
3.10
.201
6
379
Nis
had.
E.K
. M
alap
patta
m
Talip
aram
ba
754
0.09
71
219/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
S
/o A
ham
med
Kut
ty, E
llikka
l Hou
se,
H
ecta
re
DO
C/M
-385
6/16
P
.O.M
ulla
kodi
670
602
D
td. 0
3.10
.201
6
380
Sha
msu
dhee
n
Kal
liad
Iritty
4
6/4
0.19
42
220/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
S
/o A
bdu
Rah
iman
, Sub
aida
Man
zil
H
ecta
re
DO
C/M
-319
9/16
M
ayyi
l 670
602
D
td. 0
3.10
.201
6
381
K.K
.Rag
hava
n,
Nid
iyen
ga
Talip
aram
ba
41
0.09
71
221/
16-1
7/M
M/L
T/C
RPS
/ 02
.10.
17
S
/o N
aray
anan
, Kur
undh
attil
Kut
tiatt
Hou
se,
H
ecta
re
DO
C/M
-377
6/16
P
.O.P
erik
kode
670
631
D
td. 0
3.10
.201
6
382
Mat
hew
.E.P
., N
idiy
enga
Ta
lipar
amba
3
7/1A
1 0.
0976
22
2/16
-17/
MM
/LT/
CR
PS/
04.1
0.17
S/o
Mat
hai P
hilip
, Ellik
kal H
ouse
,
Hec
tatre
D
OC
/M-3
310/
16
Che
mbe
ri.P
.O. 6
70 6
32
Dtd
. 05.
10.2
016
38
3 B
abu.
P.A
. P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
223/
16-1
7/M
M/L
T/C
RPS
/ 04
.10.
17
S
/o A
ugus
ty, P
anik
ulan
gara
Hou
se,
H
ecta
re
DO
C/M
-319
2/16
K
elak
om.P
.O. 6
70 6
74
Dtd
. 05.
10.2
016
38
4 Jo
y Jo
seph
N
idiy
enga
Ta
lipar
amba
42
0.
0971
22
4/16
-17/
MM
/LT/
CR
PS/
04.1
0.17
s/o
Jose
ph, M
ulla
palli
l Hou
se,
H
ecta
re
DO
C/M
-330
5/16
P
.O.P
erik
kode
670
631
D
td. 0
5.10
.201
6
385
Vin
od
Pan
apuz
ha
Kan
nur
55/
3A4
0.09
71
225/
16-1
7/M
M/L
T/C
RPS
/ 04
.10.
17
S
/o K
amm
aran
, Kal
poth
Hou
se,
H
ecta
re
DO
C/M
-352
8/16
K
adan
appa
lli.P
.O. 6
70 5
01
Dtd
. 05.
10.2
016
38
6 S
hibu
.K.
Nid
iyen
ga
Talip
aram
ba
42
0.09
71
226/
16-1
7/M
M/L
T/C
RPS
/ 04
.10.
17
S
/o N
aray
anan
, Kav
il H
ouse
,
Hec
tare
D
OC
/M-3
476/
16
P.O
.Nid
iyen
ga 6
70 6
31
Dtd
. 05.
10.2
016
38
7 D
avid
.K.B
enny
S
reek
anda
pura
m
Talip
aram
ba
52/
1 0.
072
227/
16-1
7/M
M/L
T/C
RPS
/ 04
.10.
17
S
/o B
enny
, Kak
kadi
yil H
ouse
,
Hec
tare
D
OC
/M-9
55/1
6
P
.O.K
aith
apra
m 6
70 6
31
Dtd
. 05.
10.2
016
38
8 Li
gesh
.B.
May
yil
Talip
aram
ba
560
0.09
71
228/
16-1
7/M
M/L
T/C
RPS
/ 04
.10.
17
S
/o B
alan
, Cha
ithan
ya H
ouse
,
Hec
tare
D
OC
/M-3
904/
16
P.O
.Che
rupa
zhas
si 6
70 6
01
Dtd
. 05.
10.2
016
38
9 Jy
othi
sh.P
.Tho
mas
P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
229/
16-1
7/M
M/L
T/C
RPS
/ 06
.10.
17
S
/o T
hom
as.P
.A.,
Poo
vath
otta
thil
Hou
se,
H
ecta
re
DO
C/M
-268
1/16
K
oottu
puzh
a.P.
O. 6
70 7
06
Dtd
. 07.
10.2
016
39
0 S
anil.
P.
Kal
liad
Iritty
4
6/4
0.09
71
230/
16-1
7/M
M/L
T/C
RPS
/ 06
.10.
17
S
/o K
.K.S
athy
an
H
ecta
re
DO
C/M
-363
2/16
S
alee
na N
ivas
, P.O
.Kut
tiatto
or 6
70 6
02
Dtd
. 07.
10.2
016
39
1 To
min
Geo
rge,
P
ayya
voor
Ta
lipar
amba
1
/1
0.09
71
231/
16-1
7/M
M/L
T/C
RPS
/ 06
.10.
17
S
/o G
eorg
e K
utty
, Anc
hani
kkal
Hou
se,
H
ecta
re
DO
C/M
-395
2/16
C
hem
beri.
P.O
. 670
632
D
td. 0
7.10
.201
6
392
Has
him
.T.
Nid
iyen
ga
Talip
aram
ba
31/
1AB
0.
0971
23
2/16
-17/
MM
/LT/
CR
PS/
13.1
0.17
S/o
Abo
obac
ker,
Thek
kan
Mar
akka
th H
ouse
,
Hec
tare
D
OC
/M-4
013/
16
P.O
.Sre
ekan
dapu
ram
670
633
D
td. 1
4.10
.201
6
393
Rav
i.C.
Kal
liad
Iritty
4
6/4
0.09
71
233/
16-1
7/M
M/L
T/C
RPS
/ 13
.10.
17
S
/o K
anna
n, C
happ
adi H
ouse
,
Hec
tare
D
OC
/M-3
948/
16
P.O
.Kal
liad
670
593
Dtd
. 14.
10.2
016
39
4 D
ipes
h S
ebat
ian
Pay
yavo
or
Talip
aram
ba
1/1
0.
0971
23
4/16
-17/
MM
/LT/
CR
PS/
16.1
0.17
S/o
Dev
assy
a, M
anda
ppat
hil H
ouse
,
Hec
tare
D
OC
/M-4
003/
16
Kak
ilam
para
.P.O
., C
hem
beri
670
632
Dtd
. 17.
10.2
016
39
5 S
adan
andh
an.T
. E
ram
am
Talip
aram
ba
447
/2
0.09
71
235/
16-1
7/M
M/L
T/C
RPS
/ 16
.10.
17
S
/o K
unhi
ram
an, T
huru
thip
alli
Hou
se,
H
ecta
re
DO
C/M
-352
4/16
N
arik
kam
valli
.P.O
., M
andu
r 670
504
D
td. 1
7.10
.201
6
396
Ani
l Kum
ar.M
.V.
Era
mam
Ta
lipar
amba
2
55/1
0.
0971
23
6/16
-17/
MM
/LT/
CR
PS/
16.1
0.17
S
/o
Kar
unak
aran
, M
unda
yad
Val
appi
l H
ouse
,
Hec
tare
D
OC
/M-3
595/
16
Man
dur.P
.O. 6
70 5
01
Dtd
. 17.
10.2
016
39
7 S
ures
h B
abu.
V.
Kal
liad
Iritty
4
6/4
0.09
71
237/
16-1
7/M
M/L
T/C
RPS
/ 16
.10.
17
S
/o R
agha
van.
K., I
ndee
vara
m H
ouse
,
Hec
tare
D
OC
/M-3
992/
16
Kod
olip
ram
, Pat
tann
ur.P
.O. 6
70 5
95
Dtd
. 17.
10.2
016
39
8 C
.Ram
esha
n M
aniy
oor
Talip
aram
ba
J16/
30/
0.09
71
238/
16-1
7/M
M/L
T/C
RPS
/ 16
.10.
17
S
/o G
ovin
dan,
Ary
a N
ivas
,
14
45
Hec
tare
D
OC
/M-3
706/
16
Cha
ttuka
ppar
a.P
.O. 6
70 5
92
Dtd
. 17.
10.2
016
39
9 R
ajee
van.
A.
Kut
tiatto
or
Talip
aram
ba
76/
3 9.
71
239/
16-1
7/M
M/L
T/C
RPS
/ 16
.10.
17
S
/o A
chut
han,
Ariy
amba
tt H
ouse
,
Are
D
OC
/M-5
945/
16
Nar
ath.
P.O
. 670
601
D
td. 1
7.10
.201
6
400
Rad
ha.K
. K
anda
mku
nnu
Thal
asse
ry
53/
2 0.
0971
24
0/16
-17/
MM
/LT/
CR
PS/
16.1
0.17
D/o
Gov
inda
n, P
rajo
sh N
ivas
,
Hec
tare
D
OC
/M-3
526/
16
Ayi
thar
a M
amba
ram
.P.O
. 670
643
D
td. 1
7.10
.201
6
401
Pra
jil.K
. K
anda
mku
nnu
Thal
asse
ry
53/
2 0.
0971
24
1/16
-17/
MM
/LT/
CR
PS/
16.1
0.17
S/o
Pra
bhak
aran
, Pra
josh
Niv
as,
H
ecta
re
DO
C/M
-352
5/16
A
yith
ara
Mam
bara
m.P
.O. 6
70 6
43
Dtd
. 17.
10.2
016
40
2 S
ajes
h.V
.K.
Pay
am
Iritty
1
/1
0.09
71
242/
16-1
7/M
M/L
T/C
RPS
/ 16
.10.
17
S
/o V
ijaya
n, V
ellu
vakk
andi
Hou
se,
H
ecta
re
DO
C/M
-400
9/16
M
adat
hil,
P.O
.Iritt
y 67
0 70
3
D
td. 1
7.10
.201
6
403
Bin
u N
aray
anan
K
allia
d Iri
tty
22
0.09
71
243/
16-1
7/M
M/L
T/C
RPS
/ 16
.10.
17
S
/o K
.K.N
aray
anan
, Kar
att K
olla
kkat
t Hou
se,
H
ecta
re
DO
C/M
-377
9/16
K
osav
anva
yal.P
.O. 6
70 5
93
Dtd
. 17.
10.2
016
40
4 S
umes
h.K
.E.
Era
mam
Ta
lipar
amba
4
42/1
0.
0971
24
4/16
-17/
MM
/LT/
CR
PS/
16.1
0.17
S/o
Kan
nan,
Kak
katt
Edad
athi
l Hou
se,
H
ecta
re
DO
C/M
-330
7/16
P
.O.P
orak
kunn
u 67
0 30
6
D
td. 1
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.201
6
405
Man
oj K
umar
.K.
Pay
am
Iritty
1
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245/
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17
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/o D
amu,
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h H
ouse
,
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anth
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43
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016
40
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haji.
C.
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lipar
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8
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71
246/
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17
S
/o K
umar
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hem
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979/
16
P.O
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uval
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para
mba
670
593
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td. 1
7.10
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6
407
Sur
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Talip
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478
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72
247/
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17
S
/o P
.V.K
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-386
2/16
P
.V.K
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ayya
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670
307
D
td. 1
7.10
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6
408
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ulla
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ty
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hakk
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206
0.19
43
248/
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17
S
/o M
oide
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utty
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anzi
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971/
16
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.O. 6
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95
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016
40
9 B
hask
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liad
Iritty
4
6/4
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71
249/
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.10.
17
S
/o P
anni
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tare
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742/
16
Var
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osav
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.O. 6
70 5
93
Dtd
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016
41
0 P
raka
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. N
idiy
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42
0.
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25
0/16
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18.1
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man
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n V
eetti
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Hec
tare
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OC
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275/
16
P.O
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ga 6
70 6
31
Dtd
. 19.
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016
41
1 M
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b Ta
lipar
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4
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0971
25
1/16
-17/
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18.1
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bu, K
ozhu
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l Hou
se,
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ecta
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DO
C/M
-331
1/16
P
.O.P
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kund
u 67
1 31
3
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td. 1
9.10
.201
6
412
P.M
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ar
Pay
am
Iritty
1
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252/
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17
S
/o M
amm
u, P
adin
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a H
ouse
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056/
16
P.O
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70 7
04
Dtd
. 19.
10.2
016
41
3 N
oush
ad.K
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liad
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2
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71
253/
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17
S
/o S
aith
ali K
utty
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patt
Hou
se,
H
ecta
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DO
C/M
-218
9/16
K
adam
puzh
a.P
.O.,
Mal
appu
ram
676
553
D
td. 1
9.10
.201
6
414
Raj
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N
idiy
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lipar
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3
7/1A
1 0.
0971
25
4/16
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MM
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CR
PS/
18.1
0.17
S/o
Kan
nan,
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i Val
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l Hou
se,
H
ecta
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C/M
-405
1/16
P
.O.N
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670
631
D
td. 1
9.10
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6
415
Geo
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Pay
yavo
or
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0971
25
5/16
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S/o
Kud
ichi
rippi
l Seb
atia
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H
ecta
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C/M
-319
3/16
K
udic
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para
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.P.O
. 670
632
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td. 1
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6
416
Vija
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2
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097
256/
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17
S
/o C
hath
u K
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C/M
-352
7/16
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i 670
643
D
td. 1
9.10
.201
6
417
Unn
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4
6/4
24
257/
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17
S
/o K
unhi
ram
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otta
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t D
OC
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934/
16
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appa
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670
631
D
td. 1
9.10
.201
6
418
Sec
reta
ry
Era
mam
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41
0.
0971
25
8/16
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MM
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18.1
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Kan
nur B
uild
ing
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eria
ls M
arke
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Op.
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D
OC
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037/
16
S
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ty
Ltd.
, N
o.C
17
41,
Pap
pini
sser
i.P.O
.670
561
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td. 1
9.10
.201
6
419
Sha
j.K.
Kal
liad
Iritty
17
0.
0971
25
9/16
-17/
MM
/LT/
CR
PS/
18.1
0.17
S/o
Gop
alan
, Kan
nam
bath
Hou
sse,
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tare
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OC
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463/
16
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happ
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P.O
. 670
611
D
td. 1
9.10
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6
420
Abd
ul N
azar
N
idiy
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30
0.
0971
26
0/16
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20.1
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S/o
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amm
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.K.H
ouse
,
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tare
D
OC
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045/
16
P.O
.Mal
appa
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670
631
D
td. 2
1.10
.201
6
421
Jose
ph.N
.M
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57
0.
097
261/
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17
S
/o M
atha
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ouse
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tare
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OC
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610/
16
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ndak
kunn
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.O. 6
70 6
32
Dtd
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10.2
016
42
2 C
hand
rase
kara
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P.
Pay
am
Iritty
52
19
.43
262/
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/ 23
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17
S
/o G
ovin
dan
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thee
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tare
D
OC
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811/
16
Pat
tann
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.O. 6
70 5
95
Dtd
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016
42
3 S
ajee
sh P
aler
i A
lapp
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lipar
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4
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0.09
71
263/
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17
S
/o J
anar
dhan
an, P
aler
i Hou
se,
H
ecta
re
DO
C/M
-331
3/16
M
athi
l.P.O
. 670
303
D
td. 2
4.10
.201
6
424
Rag
hava
n.U
. P
erin
that
ta
Talip
aram
ba
45/
1 0.
0972
26
4/16
-17/
MM
/LT/
CR
PS/
23.1
0.17
S/o
Kan
nan,
Oon
athi
l Hou
se,
H
ecta
re
DO
C/M
-402
4/16
P
.O.K
anko
l 670
307
D
td. 2
4.10
.201
6
425
V.V
.Har
eesh
N
idiy
enga
Ta
lipar
amba
3
8/1A
1 0.
0971
26
5/16
-17/
MM
/LT/
CR
PS/
23.1
0.17
M
.V.G
ovin
dan,
Mad
athi
l Val
appi
l Hou
se,
H
ecta
re
DO
C/M
-400
8/16
P
.O.M
alap
patta
m 6
70 6
31
Dtd
. 24.
10.2
016
42
6 Ib
rahi
m K
utty
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. M
alap
patta
m
Talip
aram
ba
1104
0.
0971
26
6/16
-17/
MM
/LT/
CR
PS/
23.1
0.17
S/o
Aha
mm
ed K
utty
, Ram
Kun
num
mal
Hec
tare
D
OC
/M-2
812/
16
Put
hiya
Pur
ayil,
Mul
lako
di.P
.O. 6
70 6
02
Dtd
. 24.
10.2
016
42
7 D
ileep
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ar.P
. C
huzh
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aram
ba
333
0.09
72
267/
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/ 25
.10.
17
S
/o G
opal
an N
ambi
ar, P
appi
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l
Hec
tare
D
OC
/M-2
948/
16
P.O
.Chu
zhal
i 670
142
D
td. 2
6.10
.201
6
428
A.V
.Gop
alan
C
huzh
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Talip
aram
ba
223
/2
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72
268/
16-1
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T/C
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/ 25
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17
K
anna
nchi
ra
Ram
an,A
ruva
th
Val
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l H
ouse
,
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tare
D
OC
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518/
16
P.O
.Pav
anoo
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ta 6
70 6
02
Dtd
. 26.
10.2
016
42
9 S
hath
eesa
n.E
.M
Kal
liad
Iritty
3
/1
0.09
71
269/
16-1
7/M
M/L
T/C
RPS
/ 25
.10.
17
S
/o V
ijaya
n, S
arig
a,
H
ecta
re
DO
C/M
-416
8/16
P
.O.K
uttia
ttoor
670
602
D
td. 2
6.10
.201
6
430
Saj
i Pila
kkat
t P
erin
gom
e Ta
lipar
amba
2
6/1
0.09
73
270/
16-1
7/M
M/L
T/C
RPS
/ 25
.10.
17
S
/o S
teph
en P
ilakk
att,
Pila
kkat
t Hou
se,
H
ecta
re
DO
C/M
-231
0/16
P
.O.P
adiy
ottu
chal
670
307
D
td. 2
6.10
.201
6
431
Vin
od.K
. K
allia
d Iri
tty
46/4
24
27
1/16
-17/
MM
/LT/
CR
PS/
25.1
0.17
S/o
Kun
happ
a, K
utty
an K
andi
Hou
se,
C
ent
DO
C/M
-415
6/16
P
.O.K
ooda
li 67
0 59
2
D
td. 2
6.10
.201
6
432
Laks
hman
an
Per
inth
atta
Ta
lipar
amba
1
8/1
0.09
71
272/
16-1
7/M
M/L
T/C
RPS
/ 30
.10.
17
S
/o G
opal
an, M
anya
th H
ouse
,
Hec
tare
D
OC
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631/
16
Mat
ham
anga
lam
.P.O
. 670
306
D
td. 3
1.10
.201
6
433
Sat
hees
han.
T.N
. N
idiy
enga
Ta
lipar
amba
1
/1
0.09
71
273/
16-1
7/M
M/L
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RPS
/ 30
.10.
17
S
/o N
aray
anan
Nai
r, Th
ottiy
il H
ouse
,
Hec
tare
D
OC
/M-3
855/
16
Chu
ndak
kunn
u.P
.O. 6
70 6
32
Dtd
. 31.
10.2
016
43
4 N
ithee
sh.T
.V.
Nid
iyen
ga
Talip
aram
ba
41
0.09
71
274/
16-1
7/M
M/L
T/C
RPS
/ 30
.10.
17
S
/o K
unhi
ram
an, T
hila
thil
Hou
se,
H
ecta
re
DO
C/M
-377
7/16
P
.O.P
eruv
alat
hupa
ram
ba 6
70 5
93
Dtd
. 31.
10.2
016
43
5 M
uham
ed N
abee
l R
aman
thal
i Ta
lipar
amba
2
31/1
0.
0971
27
5/16
-17/
MM
/LT/
CR
PS/
30.1
0.17
S/o
T.P
.Ham
za, V
aliy
a V
alap
pil H
ouse
,
Hec
tare
D
OC
/M-4
225/
16
Etti
kula
m.P
.O. 6
70 3
08
Dtd
. 31.
10.2
016
43
6 S
athe
esha
n Itt
amm
al
Era
mam
Ta
lipar
amba
43
9 0.
0971
27
6/16
-17/
MM
/LT/
CR
PS/
30.1
0.17
S/o
Ana
ndan
,
Hec
tare
D
OC
/M-3
323/
16
E
zhilo
de.P
.O. 6
70 3
09
Dtd
. 31.
10.2
016
43
7 R
anjit
h.K
. A
lapp
adam
b Ta
lipar
amba
4
78/1
0.
0972
27
7/16
-17/
MM
/LT/
CR
PS/
30.1
0.17
S/o
Rag
hava
n.P.
Hec
tare
D
OC
/M-3
951/
16
Kar
imbi
l Hou
se, K
odak
kad.
P.O
. 671
310
D
td. 3
1.10
.201
6
438
V.M
.Vam
anan
Nam
boot
hiri
Chu
zhal
i Ta
lipar
amba
3
41/1
48
27
8/16
-17/
MM
/LT/
CR
PS/
01.1
1.17
S
/o
Har
ijaya
ndan
N
ambo
othi
ri,
Amrit
ha
Jyot
hi
C
ent
DO
C/M
-417
6/16
P
allik
kunn
u.P
.O. 6
70 0
04
Dtd
. 02.
11.2
016
43
9 U
.Man
ohar
an
Chu
zhal
i Ta
lipar
amba
2
25/3
0.
0972
27
9/16
-17/
MM
/LT/
CR
PS/
01.1
1.17
S/o
Kan
nan,
Uru
mi H
ouse
,
Hec
tare
D
OC
/M-4
250/
16
P.O
.Kut
tiatto
or 6
70 6
02
Dtd
. 02.
11.2
016
44
0 M
uham
med
She
reef
C
huzh
ali
Talip
aram
ba
223
/2
0.09
72
280/
16-1
7/M
M/L
T/C
RP
S/
01.1
1.17
S/o
Muh
amm
ed K
utty
, Kal
odi H
ouse
,
Hec
tare
D
OC
/M-3
775/
16
Kad
ampu
zha.
P.O
., M
alap
pura
m 6
76 5
53
Dtd
. 02.
11.2
016
44
1 M
uham
med
Nou
fal.K
. C
huzh
ali
Talip
aram
ba
223
/2
0.09
72
281/
16-1
7/M
M/L
T/C
RPS
/ 01
.11.
17
S
/o A
bdu,
Kad
akka
dan
Hou
se,
H
ecta
re
DO
C/M
-428
7/16
P
.O.In
dian
oor,
Mal
appu
ram
676
503
D
td. 0
2.11
.201
6
442
Mer
i Kur
ian
Eru
vess
i Ta
lipar
amba
57
19
.31
282/
16-1
7/M
M/L
T/C
RPS
/ 01
.11.
17
D
/o K
uria
n, K
uzhi
mul
lil H
ouse
,
Are
D
OC
/M-3
594/
16
Chu
ndak
kunn
u.P
.O. 6
70 6
32
Dtd
. 02.
11.2
016
44
3 K
anak
an.K
. P
anni
yoor
Ta
lipar
amba
2
0.09
72
283/
16-1
7/M
M/L
T/C
RPS
/ 02
.11.
17
S
/o K
unha
ppan
,
Hec
tare
D
OC
/M-3
123/
16
Kad
anko
ttu H
ouse
, P.O
.Muy
yam
670
142
D
td. 0
3.11
.201
6
444
Kun
hikr
ishn
an.P
.P.
Chu
zhal
i Ta
lipar
amba
3
79/4
0.
0972
28
4/16
-17/
MM
/LT/
CR
PS/
06.1
1.17
S/o
P.P
.Kor
an, P
uthi
ya P
uray
il H
ouse
,
Hec
tare
D
OC
/M-4
248/
16
P.O
.Koy
yam
670
142
D
td. 0
7.11
.201
6
445
K.V
.Rad
hakr
ishn
an
Che
ngal
ayi
Talip
aram
ba
1 0.
0352
28
5/16
-17/
MM
/LT/
CR
PS/
06.1
1.17
S/o
Kun
ham
bu N
ambi
ar,
H
ecta
re
DO
C/M
-363
0/16
K
uttia
ttu V
eetti
l, P
.O.C
heng
alay
i 670
631
D
td. 0
7.11
.201
6
446
Laks
hman
an.P
. K
ayar
alam
Ta
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6
1. District Resource Map, Kannur district, Kerala. Pubished by Geological Survey of India.
2. Detailed Information on Bauxite in India Geological Survey of India. 1994. Retrieved from
http://www.portal.gsi.gov.in/gsiDoc/pub/DID_Bauxite_WM.pdf Rajan, T. N. and Anil
Kumar, P. S. 2005.
3. Geology and Mineral Resources of the States of India Part IX Kerala. Geological Survey
of India Miscellaneous Publication No. 30.
4. Subramani S. M. 2013. Ground Water Information Booklet of Kannur district, Kerala.
ter Board.
5. www.dmg.kerala.gov.in
6. www.kerenvis.nic.in
7. www.keralasoils.gov.in
Annexure 1: Geology of Kerala
Geology of Kerala
Physiography
Physiographically the state can be divided into four domains from east to west, viz., the Western
Ghats, the foothills, the midland and the coastal low- land.
Western Ghats
The hill ranges of the Western Ghats rise to an altitude of over 2500m above the MSL and the crest
of the ranges marks the inter-state boundary in most of the places. A breach in the continuity of the
ranges marks the Palghat Gap with a sinistral shift of 50 km between the shifted crests. The Wynad
plateau and the Munnar (10 57'00": 77 31'00") upland fall within this zone.
Foothills
The foothills of the Western Ghats comprise the rocky area from 200 to 600m.above MSL. It is a
transitional zone between the high -ranges and midland.
Midland region
This forms an area of gently undulating topography with hillocks and mounds. Laterite capping is
commonly noticeable on the top of these hillocks. The low, flat-topped hillocks forming the laterite
plateau range in altitude from 30-200m and are observed between coastal low-land and the foothills.
Coastal low- land
Coastal low-land is identified with alluvial plains, sandy stretches, abraded platforms, beach ridges,
raised beaches, lagoons and estuaries. The low- land and the plains are generally less than 10m above
MSL.
Rivers
Kerala is drained by 44 rivers, many of which orginate from the Western Ghats. Except Kabini,
Bhavani and Pambar which are east - flowing, the rest of rivers are west- flowing and join the Arabian
Sea. A few of them drain into the backwaters. Most important rivers (with their length in km in
paranthesis) of the state, are Chandragiri(105), Valapatnam (110), Achankovil (120) Kallada (121),
Muvattupuzha (121), Chalakudy (130), Kadalundi(130), Chaliyar (169), Pampa (176),Bharathapuzha
(209) and Periyar (244).
Geology
Geologically, Kerala is occupied by Precambrian crystallines, acid to ultra basic intrusives of
Archaean to Proterozoic age, Tertiary (Mio-Pliocene) sedimentary rocks and Quaternary sediments
of fluvial and marine origin (Fig.I). Both the crystallines and the Tertiary sediments have been
extensively lateritised.
Based on the detailed studies by GSI during the last three decades, the following stratigraphic
sequence has been suggested.
Archaeans
Rocks of Archaean Era encompass a wide spectrum of litho-assemblages ranging from khondalite,
charnockite, gneiss and meta-sedimentary rocks occupying the Western Ghats including the
foothill region. The Khondalite and Charnockite Group are correlated with the Eastern Ghat
Supergroup based on the overall similarity in lithology and geochronology.
Wynad Supracrustals
The meta-sedimentary, and ultramafic rocks occurring in the Wynad District generated keen
interest among the GSI geologists in 1970s. The high-grade Wynad supracrustal rocks are
correlated with the Sargur Schist Complex of the Karnataka (Nair, et al, 1975; Adiga, 1980). The
schistose rocks are characterised by intense deformation, medium to high-grade metamorphism,
migmatisation and lack of sedimentary structures. The schist complex consists of meta-
ultramafites, schist, meta-pelites, meta-pyroxenite, serpentinite, talc-tremolite rock and
amphibolite.
The meta-sedimentaries occur as thin linear bodies within the migmatites. These consist of pelites,
psammopelites and quartzites. The predominant rock types are corundum- mica schist, kyanite
schist, quartz- mica schist and iron stone.(Anil Kumar et al,1993).
These rocks occur as narrow arcuate belts, lenses, and other forms of enclaves within Peninsular
gneisses and charnockite. The group can be divided into medium-to low- grade metasedimentary
rocks and meta-mafic and meta-ultramafic rocks. The lithology of the high-grade schists consist
of quartz-mica schist with kyanite, quartz-sericite schists,quartzites,magnetite quartzite, fuchsite
quartzite and meta-ultramafites. Their contact with the surrounding gneisses are concordant due
to later co-folding. Several linear belts of such high-grade schists and ultramafite enclaves occur
as isolated bands within the granulite and gneissic terrain of Kasaragod and Kannur districts.
Layered ultrabasic- basic complex
Remnants of layered basic- ultabasic complex are reported from Attappadi area(Nambiar
1982).The ultramafics are represented by meta-pyroxenite, meta-dolerite, peridotite with chromite
and meta-gabbro (Lahiri et al, 1975). The anorthosite of Attappadi is only a few metre thick.
Occurrences are around Narsimukku, Pudur and Melmulli areas. An east-west trending narrow
lenticular body of serpentinised dunite is reported from Punalur mica mine belt.
A minor body (200 m long and 10-15m wide) of anorthosite was reported within pyroxene-
granulite-charnockite terrain from Katanjari parambu of Kasargod district (Adiga, 1979).
Another dismembered layered igneous complex consisting of alternate layers of peridotite and
pyroxenite within charnockite was traced around Panathadi area of Kannur District (Adiga,
1980).
Peninsular Gneissic Complex- I (PGC-I)
The rocks of Peninsular Gneissic Complex(PGC) are exposed in the northern parts of Kerala
adjoining Karnataka . This consists of a heterogeneous mixture of granitoid materials. The
equivalent rocks of PGC in Kerala include hornblende-biotite gneiss (sheared), biotite-
hornblende gneiss, foliated granite and pink granite gneiss. Granite gneiss is exposed along the
intra-State boundary of Palakkad District as well as in Idukki District. Pink granite gneiss,
though widespread, is best developed in Devikolam (10 04'00": 77 06'30"), and
Udumbanchola (10°00'00":77°15'00") areas of Idukki District.
This consists of gneisses showing preponderance of either hornblende or biotite. The
percentage of hornblende and biotite varies from place to place. This can be traced from
Manantoddy to further northwest upto the west coast. West of Manantoddy, the rock is
hornblende gneiss. It shows coarse granulitic to gneissic texture and is composed of
hornblende, feldspar, quartz, pyroxene, biotite and garnet. Alkali feldspar shows alteration to
clay and sericite. Biotite is mainly secondary after hornblende.
Around Mahe and Thalasseri, the biotite gneiss(Nair et al., 1974) is medium-grained and
gneissose rock consisting of alternate layers of mafics and felsics.
Khondalite Group
The Khondalite Group of rocks include calc-granulites, quartzite and para-gneisses of pelitic
parentage. Para-gneisses are ubiquitous and are well-developed in the southern part of the state,
particularly, in Thiruvananthapuram and Kollam districts. Calc-granulite and quartzite occur
as bands within the para-gneisses and amidst the Charnockite Group and migmatitic gneisses.
Calc-granulite
Calc-granulite occurs as linear bands mainly in the eastern part of Kollam and
Thiruvananthapuram District, northeast and east of Munnar in Idukki district and in parts of
Palakkad District. The rock is generally medium to coarse-grained, inequigranular and
granoblastic in texture. It consists of diopside and plagioclase. Minerals like wollastonite,
scapolite, calcite, garnet, spinel, sphene, quartz and apatite are also present in different
proportions.
Quartzite
Quartzite occurs as linear bands amidst the khondalitic gneiss, charnockite and migmatitic
gneisses. These bands are exposed between Pathanamthitta (9 15'45": 76 47'00"), and
Muvattupuzha (9 59'00": 76 35'00") in Ernakulam District. The rock is coarse-grained and
generally white in color with a brownish coating on the weathered surface. It consists of
granular quartz with subordinate feldspar, garnet and iron oxide.
Garnetiferous biotite-sillimanite gneiss
Garnetiferous biotite- sillimanite gneiss is well-developed in the southern part of the state. It
occurs in close association with the migmatitic gneisses, charnockite and charnockite gneisses,
mostly as weathered outcrops. Sillimanite- rich bands occur alternating with garnet - rich
portions or with quartzo-feldspathic layers. Rutile and iron oxides are the common accessory
minerals.
Charnockite Group
Charnockite Group shows great diversity in lithology comprising pyroxene granulite,
hornblende pyroxenite, magnetite quartzite, charnockite and hypersthene-diopside gneisses
and cordierite gneiss. Charnockite and charnockitic gneiss have preponderance over all other
crystalline rocks covering 40 -50% of the total area of the State. The charnockites are well-
exposed in the central and northern parts of Kerala including the high hills of the Western
Ghats. Char nockite has lesser predominance in Thiruvananthapuram and Kollam districts. In
Attappady, the Bhavani Shear Zone is limited by the charnockite massif of the Nilgiri plateau
on the north. Though the interrelationship of the Charnockite and the Khondalite is not clear,
in many places there are intercalations rather than interlayering of one with the other. In
Palakkad District, the Khondalite Group of rocks structurally overlie the charnockite. The
occurrence of pyroxene granulite as fine and linear bodies within the charnockite of Tirur,
suggests that charnockite is a product of migmatisation of pyroxene granulite(Vidyadharan and
Sukumaran, 1978). Charnockite and charnockitic gneiss consist of quartz, feldspar and biotite.
Garnet-bearing variants are also observed. The basic charnockite is more granulitic and
contains clino- and ortho- pyroxenes, feldspar, biotite and garnet whereas the acid variety
(alaskite/ enderbite) is greenish black, coarse-grained, massive to poorly foliated rock
consisting of quartz, feldspar and pyroxenes. Basic charnockite has low- potash feldspar and
more clinopyroxene. This is devoid of garnet and graphite, but shows a little amount of
biotite(Chacko, 1922). Due to the polygenetic nature of the rock, geochemical and
mineralogical variations do exist between charnockites reported from Kerala. In the Periyar
valley region, in Idukki and Kottayam districts, pyroxenite and alaskite constitute the
Charnockite Group (Nair, and Selvan, 1976).
The available age data indicate that the massive charnockites are older and their ages range
between 2155 and 2930 + 50 Ma (Soman ,1997).
Also charnockite has been subjected to retrogression and migmatisation.
Archaean to Palaeo-Proterozoic
Vengad Group
A succession of schistose rocks in parts of Tellicherry taluk in Kannur district is described as
Vengad Group of rocks (Nair, 1976). The Vengad Group comprises of basal conglomerate,
quartzite and quartz-mica schist. The contacts are highly gradational. The conglomerate shows
graded bedding and quartzite shows current-bedding.
An angular unconformity marked by conglomerate horizon extending from Kuthuparamba
(11 34'00") to Vengad (11 32'00") in Kannur district, separates the
younger quartz-mica schist and quartzite from the older schistose and gneissic rocks. The
lithology consists of basal oligomictic conglomerate, quartzite, quartz-biotite-muscovite schist
and biotite quartzite. The schists are exposed over an area of 300 sq km having a lensoidal
shape with its longer axis trending in NW-SE direction. The basement rock is gneissic or
migmatitic with relicts of high-grade schists, ultramafites and quartzites of the Wynad Schist
Complex. Four major occurrences of conglomerate are noticed in a NW-SE direction over a
length of 10 km.
Lack of migmatisation, presence of primary structures and low-grade metamorphic minerals
characterize these rocks.
Migmatite\ Gneiss\ Granitoid (PGC-II)
Quartzo-feldspathic gneiss
Migmatite includes variety of gneissic rocks which are next in importance to charnockite as a
dominant litho-assemblage. Quartzo-feldspathic gneiss occurring along the contact zone
between garnet-biotite gneiss and garnet-sillimanite gneiss of Thiruvananthapuram area
represents an original intrusive phase. It is a feebly foliated, fine-grained, leucocratic granulitic
rock occurring in close association with garnet-sillimanite gneiss and garnet-biotite gneiss with
gradational contact relationship in the southern parts of Kerala. The origin of this rock is
attributed to stress-induced injection of acid materials into the host rocks(Nageswara Rao and
Raju,1970).
Garnet- biotite gneiss
Garnet-biotite gneiss is well-developed in the northeastern parts of Kollam and
Thiruvananthapuram districts. This carries inclusions of pyroxene granulite and disseminations
of graphite at many places (Jacob, 1965). It consists of quartz, microperthite, biotite,
plagioclase and graphite. This rock also occurs in the northern parts of Palakkad District in
close association with khondalite, charnockite and hornblende gneiss. These rocks are
subsequently formed by retrogression and migmatisation of the Khondalite Group.
East of Kottayam and Idukki districts, light grey, pink garnet-bearing biotite gneiss is widely
seen. It is a gneissic granulite. The presence of biotite and concentration of garnet in layers
give the rock a banded appearance.(GSI, 1995).
Hornblende gneiss, hornblende-biotite gneiss, quartz- mica gneiss
These rock types occur within the migmatites and associated retrograded charnockite. The
naming is purely based on the preponderance of the minerals and these rocks occur in the
Periyar valley area east of Thodupuzha.(Nair and Selvan,1976). These medium-grained ,
foliated, banded rocks consist of alternate layers rich in hornblende or biotite. Bands of coarse
to medium- grained light grey to pink granite traverse these rocks. Hornblende- biotite gneiss
showing lit par lit relationship with the granite gneisses is the dominant rock type in the Periyar
valley. This is admixed with contorted bands and enclaves of pyroxene granulite, calc-
granulite and hornblende- biotite granulite. These are highly deformed.
In the Palakkad gap area, these gneisses occur over a large area, showing migmatitic structures
such as agmatites, nebulites, schlierens, ptygmatic folds, quartzo-feldspathic neosomes and
ferromagnesian palaeosomes.(Muraleedharan and Raman, 1989).
Proterozoic
Basic intrusives
Basic dyke emplacements within the Archaean crystalline rocks of Kerala are spread
throughout the entire length and breadth of the state. Of these, dolerite dyke occurring north of
the Palakkad gap had given Proterozoic age whereas in the south this dyke is of Phanerozoic
age. The older basic dykes are metamorphosed along with the country rocks and are now
recognised as epidiorite and amphibolite. Another set of dykes, apparently post-dating the
regional metamorphic event are subjected to thermal metamorphism. Clouding and
sericitisation of feldspars and uralitisation of pyroxenes are common in such dykes. In the
absence of chronological data such dykes are considered to be of Proterozoic age. Most of the
dykes are vertical in disposition and are traced as linear features. En-echelon pattern of some
dyke swarms suggests that magmatic intrusion was controlled by shearing of the host rock.,
Mineralogically, the dykes are made up mostly of plagioclase feldspar and pyroxene(augite
and aegirine-augite) with magnetite, apatite and olivine as accessories. The ENE-WSW dolerite
dyke swarm of Agali- Anakkati area in Palakkad District within the Bhavani Shear zone
showed in isotopic age from 1900 to 2000 Ma (Radhakrishna and Mathew Joseph, 1993). The
rock is highly jointed and altered (Jacob, 1965). Similar basic intrusive bodies are traced in the
Achankovil shear zone in Vazhamuttam (9 14'00":76 46'40"), Kulasekhara pettah
(9 16'00":76 47'45") (Thomas Mathai et al, 1984). Sheet-like bodies of fine to medium-
grained, dark coloured meta-gabbro occurs in Periyamuli (11 13'00"; 76 43'00") for about 20
km in ENE-WSW direction, Karuvarai (11 04'00"; 76 32'30") and few gabbro bodies south of
Thuvapattu (11 06'30"; 76 44'45") in Attapady valley, Palakkad district. Meta-gabbro forms
small hillocks east of Payyanam (10 31'00"; 76 21'00"), southwest of Kainur (10 36'00";
76 09'00") and Chemmannur (10 41'00"; 76 01'00"), Vaga (10 35'00"; 76 06'00") and Arthat
(10 37'00"; 76 03'00") in Trichur District (Mahadevan, 1962).
Dykes in north Kerala show , NW-SE, NE-SW and NNW-SSE trends. Host rocks are
charnockite, gneisses and supracrustals(Radhakrishna et al 1991). Dykes are mainly dolerite
but occasional meta-gabbro or meta-norite are also traced. In Agali- Anaikatti area of the
Attapadi- Bhavani shear zone, dykes are confined within a 20-25km wide zone and extend
from west of Agali to eastward for about 100km following a ENE-WSW
direction.(Radhakrishna, et al, 1999).
The rock consists of 95% calcic plagioclase, 5% clinopyroxenes and subordinate amounts of
magnetite. There are a number of concordant and discordant basic intrusive of dolerite and
gabbro,meta-gabbro, meta-norite, meta-pyroxenite and anorthositic gabbro. These are not
mappable and are seen in Pappinpra (11o06'20", 76o05'56") Velli(11o04'00":76o07'45"),
Kalpetta (11o04'12":76o05'32). An extensive basic diorite has been mapped over an area of 25
sq km at Panavalli (11o53'30",76 o 2'30"; Nair, et al 1976).
The rock is composed predominantly of calcic plagioclase (95%) rest clinopyroxene with
subordinate amount of magnetite. Another relatively small body of anorthosite is around
Kalivalli (11 51'30"; 76 12'30") in south Wynad taluk, Wynad District.
Ultrabasic/ basic intrusive (younger)
Perinthatta Anorthosite
A major elliptical body of anorthosite spread over an area of more than 50 sq.km is reported
from Perinthatta (12o10'00":75o17'30";Vidyadharan et al, 1977). The anorthosite is with a very
irregular border and a tongue-like projection into the country rock of charnockite and pyroxene
granulite of Kannur District.The anorthosite is coarse to very coarse-grained, and shows
variations from pure anorthosite to gabbroic anorthosite and gabbro from the centre to the
periphery suggestive of zoning. The modal composition corresponds to nearly 95% plagioclase
(An 58-72) and <10% clinopyroxene, apatite, calcite and magnetite. The gabbroic variants have
more of mafics.
The structural configuration suggests that the anorthosite was emplaced in synformal structure
as a phacolith. The flow-banding in anorthosite indicates its syntectonic emplacement. The
Perinthatta anorthosite is assigned a Proterozoic age.
Ezhimala gabbro-granophyre complex
The major high-relief feature proximal to the Perinthatta anorthosite is constituted by the
gabbro-granophyre Complex (Nair and Vidyadharan, 1982). The granophyre massif is fringed
by the gabbro to the east and south. The Bavali fault running north of the complex is presumed
to have dismembered the body from the Perinthatta anorthosite. Locally, the gabbro has
anorthositic differentiates within it. Veins of granophyre traverse the gabbro at places give rise
to breccia-like structures. The granophyre shows a sharp contact with the gabbro into which it
intrudes. Rapakivi structure is observed within the granophyre. According to Nair and
Vidyadharan (1982) rocks of Ezhimala complex display bimodal character with conspicuous
basic and silicic components.
Kartikulam and Karraug Gabbro
Two gabbro bodies namely Kartikulam gabbro and Karraug gabbro are located northeast of
Manantoddy bordering the Karnataka (Nair et al, 1975).The gabbro body at Kartikulam
occupies an area of about 45 sq.km. with an elliptical shape within the gneissic terrain. The
actual contact with the gneiss is concealed but it is believed to be sharp. At many places, the
gabbro is agmatised by coarse quartzo-feldspathic material.
The gabbro is coarse-grained and of uneven texture consisting essentially of plagioclase and
pyroxene. Variation to anorthositic composition is noticed. The plagioclase is of labrodorite
composition and shows alteration to sericite at places (Rema Warrier and Venkataraman,
1986). The pyroxenes are uralitised to varying degrees.
The Karraug gabbro body is located east of it and south of the Kabini River. It shows similar
features as that of the Kartikulam gabbro. The rock shows phenocrysts of feldspar set in a fine
matrix of flaky minerals.
Adakkathodu gabbro
At Adakkathodu(12 31'35"; 75 10'25"), northwest of Manantoddy, a 8 km long meta-gabbro,
is intrusive into the basement gneisses on three sides and the Wynad schists in the east. It occurs
proximal to the Bavali fault/lineament. It encloses, patches of quartz-sericite schists and biotite
gneiss. (Nair et al, 1975). The rock is mesocratic to melanocratic, medium to coarse grained
consisting mainly of pyroxene and plagioclase. The rock shows sub-ophitic texture and consists
of enstatite and intermediate plagioclase of andesine-labrodorite composition (Nair et al, 1976).
While the gabbro bodies of Kartikulam and Karraug to the east are olivine- bearing, the
Adakkathodu gabbro is enstatite- bearing. Olivine, augite and zoned feldspars are recorded
from the eastern body while the western body is enstatite- bearing, without the zoning in
feldspar.
Begur diorite
An extensive basic diorite body (25 sq.km.) has been traced north of Manantoddy in the Begur
Reserve Forest (Nair, et al, 1976). It extends from Thirunelli to the Karnataka State border.
The southern contact is with augen gneisses indicating emplacement along shear zones while
the northern one with sillimanite gneisses. Aplite and dolerite veins are seen traversing the rock
mostly parallel to the regional foliation. The rock is mesocratic to melanocratic, coarse-grained
and consists of pink to grey feldspar, hornblende and biotite.
The rock is feebly gneissic and at places porphyritic (Rema Warrier and Venkataramana,
1986). The phenocrysts are mostly plagioclase. Mafics at times swerve round the phenocrysts
giving rise to augen structure. Hornblende is altered to biotite and chlorite. Accessories include
epidote, apatite, zoisite and opaques.
The diorite shows tholeiitic charcteristics.The diorite is considered as a transitional rock from
the gabbro with which it is spatially associated in the nearby area with the plagioclase become
more sodic.
Charnockites [younger]
The area south of Palakkad exposes charnockite over large areas.The charnockites are
represented by acid microperthitic charnockite and intermediate gneissic charnockite occurring
in association with garnetiferous biotite gneiss and khondalite (Narayanaswamy and Purna
Lakshmi, 1967). Massive charnockites are developed on a regional scale and occur as
mappable litho-units (Raju and Gopalakrishnan, 1972), around Nedumangad. The massive
charnockites in majority of the cases are acid and intermediate in composition. The rock is
medium to coarse-grained and shows xenoblastic texture. It is composed of quartz, feldspar,
pyroxenes, garnet and graphite with accessories like biotite, zircon, apatite and monazite.
Small patches, lenses or veins of charnockite occur in the gneisses of amphibolite facies in the
Thiruvananthapuram area (Nageswara Rao and Raju, 1970). Here, the incipient charnockites
are thought to have formed by transformation of paragneisses. (Hansen et al, 1987; Santosh et
al, 1990). A few dominant varieties of incipient charnockites have been categorized by
Ravindra Kumar and Chacko (1986) on the basis of their mode of occurrence, association and
chemical processes involved in their development. At Kottavattom, north of
Thiruvananthapuram, the charnockite consisting of quartz, K-feldspar, plagioclase, biotite,
garnet and orthopyroxene as essential minerals and graphite, zircon, ilmenite, monazite,
apatite, rutile and magnetite as accessory minerals are products of transformation of gneisses
into coarse-grained charnockites along a system of conjugate fractures and foliation planes.
(Saritha and Santosh, 1996).
Cordierite or Charnockite Gneiss
Cordierite bearing large linear zones of charnockites were reported around Pathanamthitta
(Nageswara Rao and Jacob, 1967) area. Cordierite charnockites or orthopyroxene-garnet-
cordierite bearing gneisses (Sinha Roy et al, 1984; Santosh, 1987) occur as discontinuous
bodies in the northern parts of Thiruvananthapuram and in selected stretches further south
around Koliakode. The rock is composed of cordierite, orthopyroxene, plagioclase, K-feldspar,
spinel and quartz and a little garnet and biotite.
The growth of cordierite and orthopyroxene took place concomitantly during the conversion of
gneisses to charnockites. At Nellikala in Pathanamthitta, the cordierite occurs as anhedral
grains of variable sizes in the charnockites (Nandakumar, 1996).
Younger granites
The granites and its variants occur around Chengannur in Alappuzha and Pathanamthitta
districts, Munnar in Idukki District, Peralimala in Kannur district and Kalpetta and
Ambalavayal in Wynad District. Many of these granites occur as later emplacements along
crustal fractures and faults. The Achenkovil Tamraparni tectonic zone, the Attapadi shear
zone, Bavali shear zone and the Moyar shear zone are all marked by granitic emplacements
Ambalavayal granite
The Ambalavayal (11
sq.km. The granite is light pink in color and is composed of quartz, pink feldspar, hornblende
and biotite. The pegmatites traversing the granite show occasional flakes of molybdenite. The
Amabalavayal granite occurring in the proximity of the Bavali lineament is thought to be
emplaced during its reactivation. The granite is intrusive into the hornblende-biotite gneiss
(migmatite) and the Wynad Supracrustals (Anilkumar et al, 1993). Four types of granites are
recorded, viz.,foliated granite, pink granite, grey granite and aplitic granite.
The foliated granite consists of quartz, microcline, orthoclase, plagioclase, biotite, hornblende,
chlorite, calcite and zircon .The pink granite is a medium-grained consisting of quartz,
microcline, plagioclase, sericite, chlorite, apatite, rutile, zircon and biotite. The grey granite is
a medium-to fine-grained rock consisting of quartz, microcline, sericite, biotite, chlorite and
calcite. The aplitic granite is a very fine-grained massive rock consisting of quartz, microcline,
orthoclase, plagioclase, sericite, biotite, calcite, chlorite, apatite and opaques.
K-Ar age of Ambalavayal granite (560+ 30 Ma, Nair, et al,1985) is lower than Rb-Sr age (595
+ 20 m.a Santhosh et al, 1986), but is higher than that of U-Pb-age(505+20ma, Odom,1982).
The reason for this variation in the date may be attributed to the different techniques adopted
and also to the presence of biotite of multiple generation.
Munnar granite
The Munnar (10 05'00";77 05'00") granite with an areal extent of 50 sq km is an E-W trending
irregular body emplaced within the migmatite and apophyses extend into the surrounding
gneisses. The granite dated to be 740 30 m.y (Odom, 1982) is traversed by pegmatite, aplite
and quartz veins. Three types of granite are recorded. Foliated granite, Coarse pink granite and
medium grey granite.The foliated granite consists of stringers and streaks of mafics consisting
of biotite, hornblende, chlorite and magnetite alternating with felsics consisting of quartz and
potash feldspar. Potash feldspar is predominantly orthoclase. The closely spaced foliations are
persistent but discontinuous.This granite forms a domal structure south of Munnar. It has a
sharp contact with the migmatite. Coarse pink granite consists of pink feldspar, quartz and a
little amount of mafics. Mafics are biotite, sphene and hornblende. Medium grained grey
granite, consists of quartz, feldspar, biotite, chlorite, zircon, sphene, epidote, calcite and
sericite.
Major element data of Munnar granites do not show any significant variation amongst the three
granites. Content of iron is more in medium grey granite and foliated granite. Different
variation diagrams reveal a slight tendency towards alkali granite. The foliated granite shows
more percentage of orthoclase than the other two granites. (Nair and Anil Kumar, 1990)
Ezhimala granophyre granite complex
A prominent granophyre body forms the hill known as Ezhimala, covering an area of 20 sq km
in Kannur District. The granophyre is associated with gabbro and granite and is traversed by
dolerite dykes. Two types of granophyres have been deciphered;coarse- grained leucocratic
one and medium - grained one with more mafics. Drusy type, confined to higher elevation
contain numerous vug lines with secondary minerals like quartz and calcite. Rocks of Ezhimala
Complex display bimodal character with conspicuous basic and silicic components and total
lack of rocks of intermediate composition typical of anorogenic suites (Nair and Vidyadharan,
1982). The granophyre is pink to ash grey coloured, massive, fine to coarse- grained,
holocrystalline with equigranular texture. The granites are of two types. The major light pink
granite with less of mafics show gradational relationships with the more greyish porphyritic
variant ( Varadan and Venkataraman, 1976 ).
Granophyre shows a typical granophyric intergrowth of quartz and feldspar forming the ground
mass with phenocrysts of potash feldspar and some zoned plagioclase. The groundmass is
totally of orthoclase. Augite is the chief ferro-magnesium mineral. Accessories include apatite,
sphene, epidote, calcite and magnetite. Texturally the rock shows variation from coarse-
grained leucocratic types with less mafics in the southern portion of the hill and medium to
coarse grained type towards northern parts.
Minor outcrops of rapakivi granites are recorded within the granophyres of Ezhimala Complex.
Anorthosites of Perinthatta and Kadannappally and granite, granophyre of Ezhimala together
form the Ezhimala Complex. The light pink granite with less mafics is the major variety
showing a gradational relationship with the more greyish porphyritic variety. The porphyritic
variety, at places, shows rapakivi structure. The porphyritic granite shows mantled feldspar
megacrysts. This variety grades into porphyritic granites without mantled feldspar and at higher
levels grades into granophyre.The granite contains 60% of orthoclase feldspar, 5-10% of
plagioclase, 20-25% of quartz with 4% of biotite, epidote, magnetite and fluorite. The low
initial Sr 87/ Sr 86 ratio indicate that the rocks have a relatively minor amount of older sialic
material . The Rb-Sr age of the granophyre is estimated to be 678 m.y (Nair and Vidyadharan,
1982). The Ezhimala Complex lies in close proximity to the Bavali lineament suggesting
reactivation along the lineament and intrusion of the body.
Kalpatta granite
The Kalpatta ((11 36'15";76 05'15") granite is an oval- shaped intrusive into the Wynad schist
and covers an area of 44 sq km (Rao and Varadan, 1967). The rock is grey coloured, medium-
grained, homogenous biotite granite and has sharp contact with the country rock. A feeble
foliation is imparted to the granite at places by biotite flakes. Xenoliths of amphibolite /
hornblende gneiss are visible near the periphery. Irregular veins of pegmatite / aplite traverse
the granite and also the enclaves. The K-Ar age of the biotite from the Kalpatta granite is dated
as 512 30 m.a (Nair et al, 1985) and 527 m.a (GSI). Presence of enclaves and absence of
significant replacement textures along with the geochemical characteristics assign a magmatic
parentage for the granite. The proximity of the pluton to the Bavali lineament probably suggests
intrusion along this fracture.
Three types of granites such as coarse grained biotite-granite, fine grained biotite granite, and
porphyritic granite are mapped on the basis of texture, colour and mode of occurrence. Coarse-
grained granite is a massive bluish grey rock with large xenoblasts of quartz and feldspars. The
accessories include biotite, zircon, apatite and sphene. Blastesis of feldspar and sphene are
common. Microcline, orthoclase, and plagioclase are seen as the major feldspar. Plagioclase
composition varies from albite to oligoclase. This rock is exposed in Trikkaippetta
(11035'04":76008"41":), Manikkunnu (11035"41":760 07'09"), Kuttamangalam
(11030'08":76007'11":) (Anilkumar et al, 1993).
Fine biotite-granite is a fine grained massive rock exposed around Muttilmala
(76006'38":11037'06"). It consists of orthoclase, quartz, microcline, biotite, sericite, zircon,
sphene, apatite and opaques. Myrmekitic quartz is recorded. Pophyritic granite consists of
myrmekitic quartz, microcline, sericite and biotite. Very coarse grained biotite with included
crystals of orthoclase, microcline and albite are common. Except for the texture, all the three
granites show similar characters. ( Anilkumar, et al 1993). Based on Rb-Sr dating , Kalpatta
granite is dated 765 Ma. (Odom 1982).
Chengannur granite
The Chengannur (9 18'45"; 76 31'00") granite in Pathanamthitta District is an oval shaped
body with the long axis trending in east-west direction covering an area of 15 sq.km in and
around Chengannur. The granite is intrusive into the charnockite gneisses. The body is
emplaced close to the Achankovil shear zone. K-Ar date of the hornblende indicates an age of
550 m.a (Soman et al, 1983). The Chengannur granite is inferred to be a post kinematic granite
of magmatic parentage.
Two types of granites are recorded. One is medium-grained pink granite and the other is
coarse-grained grey granite. The former consists of quartz, perthitic feldspar, plagioclase,
biotite, hornblende, apatite and zircon. The composition of plagioclase varies from albite to
oligoclase. Microcline perthite is also seen. The coarse grained grey granite consists of
perthite, plagioclase, hornblende, biotite, quartz with occasional occurrence of
hypersthene,apatite and zircon. Hornblende and biotite are less common by occurred minerals
than hypersthene. Relicts of hypersthene are also seen. This granite may be a product of
granitisation of charnockite. K2O content always exceeds that of Na2O . The high SiO2,high
alkali, high Fe/Mg ratio, high values of Gallium indicate that the granite belongs to alkali type.
It might have an origin from recycled and rehydrated continental crust. ( Nair and Anil
Kumar,1990).
Peralimala granite
The Peralimala (11°09'19":75°38'46") alkali granite is a linear intrusive body emplaced along
the axial trace of a mega fold in EW direction. Peralimala intrusive body occurs as a diatreme
of alkali composition with a maximum linear extension of 15 km and a width of 3 km. Based
on colour, texture, composition and mode of occurrence four types of granites are identified.
These are pink gneissic granite, porphyritic granite, grey granite and pink granite. Pink alkali
granite is a coarse-grained rock consisting of microcline, orthoclase, plagioclase, quartz,
hornblende, epidote, aegirine, sphene, calcite, perthite and apatite. Quartz is present in only
subordinate amounts. Feldspar content is very high. The preferred orientation of feldspar gives
a crude alignment. At Perumpunna, (75°44'00":11°55'28") pink gneissic granite shows
preferred orientation of biotite and pyroxene. The porphyritic granite occurs as a lensoidal
body containing quartz, feldspar, pyroxene and hornblende. Feldspar forms the phenocrysts in
a matrix of quartz-feldspar and mafics. Grey granite is a coarse- to medium- grained rock with
microcline, quartz, orthoclase, perthite, hornblende and zoisite. Light grey granite is a medium-
grained rock consisting of microcline, orthoclase, plagioclase (albite to oligoclase), epidote,
aegirine, hornblende and rutile. The major element chemistry of the granite do not show much
variation. The pink granite shows high content of potash. A negative correlation for K2O
content with respect to SiO2 is very pronounced for pink granite owing to its alkaline nature.
Barium and strontium show very high values for Peralimala granite. ( Anilkumar et al,1993).
Sholayur granite
The Sholayur (11 04'15";76 42'00") granite, is exposed around Kuttiyadikal Mala
(11001'52":76042'00") and Vachchapathi (11004'15":76044'00"). It is a homophanous medium-
grained, pink coloured granite, consisting of quartz, orthoclase, microcline, oligoclase, perthite,
aegirine augite, biotite, hornblende and sphene. In some places, calcite, apatite, sericite are also
observed. The schlierens mark the contact zone of the granites with the host rock. This granite
is emplaced within the Wynad supracrustals. SiO2 varies from 58.76 to 73%, Al2O3 14% to
17%, Na2O 1.8% to 2.4% and K2O 0.8 to 1.5%. The distribution of SiO2 is highly non-uniform
within the same type of granite. The pink granite is becoming alkali granite at places.(Anil
Kumar and Nair,1992).
Intermediate intrusives
The syenite body at Mannapra (10 30'00";76 32'00") is exposed as an elongated NW-SE
trending body covering an area of 8 sq km in Thrissur District. The syenite intrusive, makes
sharp contact with the charnockite near the charnockite-migmatite contact. The rock is medium
to coarse- grained at its peripheries and tends to be coarse-grained towards the centre.
Mineralogically, the rock is composed of alkali feldspar, orthopyroxene, clinopyroxene and
amphibole with minor amounts of plagioclase, biotite and opaques. A small syenite
(Angadimugar syenite) body is located in Kumbala village (12 35'15"; 76 07'00") and about
20 km east of Kumbla in Kasaragod District. The intrusive body has an elliptical outline and
covers an area of 5 sq km. The body is intrusive into the Khondalite Group and encloses
enclaves of amphibolite in the peripheral parts. The rock is medium to coarse grained, light
grey and massive.
Mesozoic intrusives
Basic intrusives
Basic intrusives in Kerala, mainly represented by dyke swarms in NNW-SSE to NW-SE trend,
cut across all the metamorphic rocks and the earlier structural trends. Their unmetamorphosed
nature and stratigraphic relation with the country rocks prompted their correlation to the
Deccan Trap volcanism.
The basic dykes have been emplaced into the migmatites and charnockite in NNW-SSE to NW-
SE and ENE-WSW directions along distensional and shear fractures respectively. Dolerite
dykes of Kerala are mostly quartz tholeiites rarely clinotholeiite. The basic dykes of
Pathanamthitta (9015'45":76045'30") are genetically unrelated types. These dykes have not
undergone any internal differentiation during intrusion.
The variation in the chemistry of individual dykes may be due to the cogenetic differential
sequence. Dolerite dykes intrude the country rocks at an angle greater than 800. The dolerite
dykes of Kuttuparamba (11049'30":75034'00") in Kannur District shows cross cutting
relationship with all the formations. The basic dykes of Vamanapuram (8043'00":76054'00")
are either gabbroic or doleritic intruding the gneissic rocks. These are trending NNE to SSW
and NNW to SSE directions and are unmetamorphosed. Mineralogically all these dykes show
more or less same composition except the meta-dolerites. Variation in the trace elements like
Ti, Zr can be attributed to the differential degree of partial melting of the mantle material. (Nair
and Gopala Rao, 1989).
The unmetamorphosed Idamalayar gabbroic dyke with a NNW-SSE trend is traced for over
80 km in the central part of Kerala. The rock is mesocratic, medium-grained, porphyritic and
is composed of plagioclase (andesine to labradorite), hornblende and opaques. The reported
age of 75 m.y for the Idamalayar dyke (Subramaniam, 1976) links it in time-relationship with
Deccan Trap volcanism.
The NNW-SSE trending leucogabbro dykes in central Kerala dated by whole rock K-Ar
method gave an age of 81 2 m.y and the NW-SE trending dolerite dyke 69 1 m.y. The
dolerite dykes are thought to have represented the feeder system for Deccan Trap volcanic
sequences (Radhakrishna et al, 1994).
Basic dykes of Pathanamthitta area yielded ages of 99 Ma to 117 Ma and there are dykes which
have yielded ages 104 + 5 Ma, 127 + Ma and 476 + Ma. These wide variations may be due to
a protracted history of emplacement and the effect of Eocambrian to palaeozoic tectonothermal
events affecting this region ( Sinha Roy and Ramakrishnan, 1983.)
In Thiruvananthapuram District, Anakudi and Nedumannur dolerite dykes are dated by K-Ar
method and the whole rock ages are 104 5 Ma and 127 2 Ma respectively (Sinha Roy and
Ramakrishnan,1983).
Tertiary Sedimentary rocks
Mio-Pliocene sedimentary rocks are fairly widespread in the southern coastal belt, their
remnants being noticeable in the central and northern coastal areas. These sedimentary rocks
consist of a series of variegated clay and sandstones with lenticular seams of lignite, known as
Warkalli Formation, underlain by more compact marly sands with shell fragments and thin
horizons of limestone (Quilon Formation).
The Tertiary sediments have a gentle dip towards west. The Warkalli Formation extends in a
narrow belt from Thiruvananthapuram (8 28'30": 76 57'20") to Kasaragod (12 30'00":
74 59'00") between coastal and midland regions with intervening promontories of the
crystalline rocks. The Quilon Formation is mainly seen at Paravur (08 48'00": 76 40'00")
Padappakkara (08 58'30": 76 38'00") and some other places around Kollam and Alappuzha
districts.
Quilon Formation
The Quilon Formation consisting of fossiliferous shell limestone alternating with thick beds of
sandy clays and calcareous clays have been reported from Padappakkara (type
locality),Nedumgolam, Edavai (8 45'20";76 42'00") and Varkala (8 44'00": 76 43'00") and
Cherthala (9 41'00":76 20'00") along the west coast of Kerala. The Quilon limestone contains
numerous fossils of foraminifera, corals, echinoids and molluscs. The Lower Miocene age for
lower stratigraphic horizons and the Upper Miocene age for the topmost beds of the Quilon
Formation indicate the lower and upper age limits of these marine sediments. The
predominance of black clays, sandstone, bluish grey brackish water shell limestone and nodular
limestone clearly indicate deposition in a lagoonal condition .
Warkalli Formation
The Warkalli Formation of Mio-Pliocene age extends all along the Kerala coast.The type
section of the Warkalli Formation described by King (1882) is from the sea cliff at Varkala.
The exposed section at Varkala cliff is 28-30 m thick consisting of unconsolidated sands of
variegated clays, white plastic clays, and carbonaceous sandy clays enclosing impersistent
seams and lenses of lignite. The carbonaceous clays and lignite are often impregnated with
nodules of marcasite.
Fairly thick beds of carbonaceous clays with lignite seams occur around Nadayara kayal,
Tamarakulam (9 08': 76 37'), Puliyur (9 18'00": 76 35'00"), Payangadi (12 00'20'':
75 15'40"), Nileswaram (12 15'00": 75 07'00"), Kanhangad (12 17'40': 75 05'00") and in the
cliff sections near Cheruvathur (12 13'00": 75 09'50").The most characteristic feature of the
Warkalli Formation is the impersistent nature of the constituent beds, suggestive of shallow
basin margin deposits.
Laterite
Kerala is the home of the laterite as it was first named by the Dutch traveller, Buchanan 1807.
Laterite is widespread in its distribution in the midland region of Malappuram, Kannur and
Kasaragod districts where it forms well-defined mesas. The Archaean crystalline rocks and the
Tertiary sedimentary rocks are extensively lateritised. The laterite has wide areal distribution
in the State and occurs at all levels upto 2000 m, height though mostly restricted to an altitude
of 50-150 m above MSL. in the coastal and midland region. A few bauxitic patches also occur
within the laterites. The thickness of laterite cappings varies from a few metres to 50 metre at
places. At Chovvara (8 21'30"; 77 01'30") in Thiruvananthapuram District and Chattannur
(8 50'30"; 76 46'30") and Kundara (8 57'00": 76 40'30") in Kollam District, a zone of about
2 m thick bauxite is recognised at the contact between the crystallines and the overlying
sedimentary rocks. The overlying sedimentary column is also blanketed by laterite of varying
thickness. The bauxite at the base of the sedimentaries indicates an earlier pre-Warkalli spell
of lateratisation. Further, the erosional features on the top part of the bauxite horizon
corroborates the antiquity of the earlier spell of lateritisation (Mallikarjuna and Kapali, 1980).
Generally, the laterite after the crystalline rocks is compact and the top crust moderately
indurated. The dark brown crust passes downward to pink and buff coloured soft laterite.
Quartz veins, joints and fractures can be traced from the top to the bottom of the laterite profile.
The laterite profile over pyroxene granulites, meta-ultramafites and gneisses are characterised
by relict foliation that conforms to those of the subjacent rocks which indicate the insitu nature
of the laterite. Porous and spongy texture is discernible in laterites, after meta-ultramafites.
Laterite after the Tertiary sedimentaries is well indurated at the top for about 2 to 5 m.
Downwards, the profile grades into soft laterite with remnants of gritstone and culminates into
a zone of variegated clay.
Quaternary sediments
Recent to sub-Recent sediments of coastal sands, sticky black clay with carbonized wood, silty
alluvium and lagoonal deposits are observed mostly in the low-lying areas from Kollam
(11 27'00": 75 40'30") to Ponnani and between Kannur (11 51'30":75 21'45") and
Nileswaram (12 15'30":75°08'16"). Alluvium is observed along the major river valleys. At
places, along coastal tracts, there are raised sandy beaches composed of fine grained reddish
-beach ridges alternate with marshy lagoonal clay in
the coastal area.
The sandy stretches are widest between Alappuzha (9 30': 76 20') and Kottayam (9 35':
76 31'), upto 25 km inland from the shoreline. The Quaternaries of the coastal plain have been
classified into (i) the Guruvayur Formation representing the earlier strandline deposits with an
elevation of 5-10 m; (ii)the Viyyam Formation of tidal plain deposits; (iii) Periyar Formation
being mainly of fluvial deposits and (iv) the Kadappuram Formation representing the beach
deposits (Krishnan Nair, 1989).
A pebble bed is traced in Valapattanam and Taliparamba river banks in Kannur district. It is
exposed south of Valapattanam (11
Morazha (11 58'30": 75 20'30") and Arathiparamba (12 06'00": 75
pebbles ranges in dimension from 4.5 cm x 3 cm to 7 cm x 3 cm with occasional cobbles of
size 13 cm x 12 cm. The base of the pebble bed is generally 20 to 40 m above MSL and at
places, the pebble bed directly rests over the basement rocks. The pebbles are mostly of quartz
and rarely of granite and pyroxene granulite. The distribution of the pebble bed along the major
river banks demonstrate it to be flood plain deposits, probably of early Quaternary period (Nair
et al, 1976). In Malappuram and Kozhikode districts, the pebble bed is traced in the riverine
terraces at Mavur (11 17'45":75 59'00" ), Cheruvannur (11 12'8": 75 49'35") and
Chellepparambu (11 14'30":75 59'00"). In Thiruvananthapuram District, the Quaternary
pebble bed occurs at an elevation of 45 to 50 m above MSL at Pothenkode (8 37'00":
76 48'56"), Idaikode (8 40'11":76 50'49"), Attingal (8 41'49": 76 48'56") and Andoorkonam
(8 36'00": 76 52'30").
Submerged upright tree trunks have been reported from a number of places in the coastal area
of Kottayam and Alappuzha districts, indicating neotectonic reactivation in the area. Carbon
dating of a sample from the submerged forest at Iravimangalam indicate an age of 7050 130
B.P (Pawar et al, 1983).
Structure
The structural grain of the southern Peninsula is controlled mainly by the NNW-SSE trending
near longitudinal Dharwarian trend which had folded all earlier structures. Since Kerala State
falls in the western limb of the mega-structure almost all the rock distribution is aligned in
NW-SE direction. However, detailed structural studies carried out in selected parts of the
Kerala (Nair and Nair, 2001) had shown that (a) the earliest folds (F1) which are represented
both on mesoscopic and megascopic scale are tight appressed folds of asymmetrical nature
which had given rise to axial plane foliations with characteristic platy mineral alignments (b)
the F2 folds on these foliations (post-folial) are open symmetrical and have developed mainly
on megascopic scale and control the disposition of the major lithologies. (c) Subsequent folds
(F3) which deform F1 and F2 axial plane traces are broad folds on mega-scale identified with
the longitudinal Dharwarian trends and (d) a broad swerve on these Dharwarian trends in ENE-
WSW is also decipherable (Fig.2).
Detailed analysis of the remote sensing data had revealed the presence of a number of
significant lineament patterns in WNW-ESE, NW-SE, NNW-SSE, NNE-SSW and ENE-WSW
directions (Nair, 1990). Mega and intermediate lineaments in WNW-ESE were originally
crustal fractures and shears which got sealed or obliterated by a number of igneous
emplacements of alkali granite, syenite, gabbro, anorthosite, granophyre etc. The
emplacements along the Bavali lineament and those along the Achenkovil lineament both of
which trending in this direction had given ages ranging from 500 678 Ma. Hence they are
iden tified to be the oldest lineament. The Bavali lineament forms the western termination of
the Moyar shear. The NW-SE trending lineaments constitute mega lineaments and coincide
with the basic dykes occurring throughout the length and breadth of the state. These dykes have
given ages ranging from 61 to 144 Ma. The NNW-SSE trending lineaments are generally
intermediate lineaments and are attributed to fractures, faults and major joint patterns in the
area. It is recognized that the NNW-SSE trending lineaments define a weak zone along which
the west coast evolved by faulting. The eastern limit of the Tertiary basin is found restricted
along this lineament direction. These lineaments occurring along the west coast are be active
as suggested by the progradation of the coast west of these lineaments (Nair, 1987). The
lineaments in NNE-SSW are prominent and are identified with major fractures and this together
with those in NNW-SSE are taken to constitute a conjugate system of faults in a N-S
compressive regime due to the collision of the Indian plate. The ENE-WSW trending
lineaments are intermediate lineaments and are well- developed in the northern parts of the
Kerala . Since these lineaments truncate other lineaments as evidenced especially in the coastal
stretches it is considered the youngest. Many a recent tremors reported are aligned in this
direction and hence considered neotectonically active.
Metamorphism
The Precambrian crystalline rocks of Kerala are chiefly metapelites, charnockites with
associated gneisses and granulites, schistose rocks with distinct metapelitic and metamafic /
ultramafic affinity and granitic derivatives which include the Peninsular gneisses and
migmatites. Except the Wynad schists and the Vengad group, the bulk of the crystalline rocks
show granulite to upper amphibolite facies of metamorphism. Wynad schist displays a prograde
amphibolite facies metamorphism and the retrogression of these rocks leads to lower
amphibolite facies metamorphism. The vast charnockite belt occurring on either side of the
Wynad schist belt, in north Kerala, shows petrographic evidences of prograde and retrograde
reactions (Nambiar, 1996). The rocks of the Vengad Group show greenschist to lower
amphibolite facies of prograde metamorphism. The older intrusive bodies show effects of
incipient metamorphism, marked by clouding of feldspar and bending of twin lamellae.
Recent investigations on the pressure temperature range for the formation of characteristic
mineral suits within the metamorphic rocks provide a fair idea on the poly-metamorphic history
of the rock suits. Rocks of the Khondalite belt of south Kerala indicate a temperature range of
650 to 850 C and pressures 5 to 6 kb (Srikantappa et al, 1985). In the Thiruvanathapuram area,
the temperature at the peak of metamorphism indicated by the mineral assemblages of the calc-
silicate rocks is about 830ºC at 5 K bar considering the vapour absent garnet forming equilibria
(Satish Kumar and Santosh, 1996). The scapolite equilibria indicates a peak metamorphic
temperature of above 800ºC. Stable isotopes in the marble bands suggest that there was no
pervasive infiltration of external fluids. Local infiltration of external carbonic fluid took place
during decomposition. Synthesis of such data from different lineament/shear bound segments
in Kerala indicate varying metamorphic conditions and uplift history. It is also summerised
that there is a progressive decline in the uplift of different segments from north to south
(Soman, 1997).
TOR & EIA STUDY – NOT APPLICABLE
The proposed project is with mine lease area of 6.9818 ha. which is more than 5 ha. but less than 25 ha. and hence Category B2 project. There is one quarry (building stone mine) located within 500 m. radius with mine lease area of 3.8395 ha. Therefore, as per EIA Notification, 2006 as amended on 15-02-2016, the project is categorized as Category B2 and therefore, ToR (Terms of Reference) & EIA (Environment Impact Study) study is not applicable. The tenure of SEIAA, Kerala expired on 18-03-2018. Therefore, since there is no duly constituted SEIAA, Kerala the application is submitted at MoEF as per provision of clause 4 (iii) of EIA Notification, 2006.