The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018...

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The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, Indira Paryavaran Bhawan, Jor Bagh Road, New Delhi-110 003. Sub.:- Environmental Clearance - Proposed “Building Stone Mine” situated at Sy. Nos. 1376, 1377, 1378, 1405, 1406 & 1411, Kanichar Village, Iritty Taluk (Previously in Thalassery Taluk), Kannur District, Kerala for an area of 6.9818 ha. - B2 Category – No duly constituted SEIAA/SEAC, Kerala – Application - Reg. Respected Sir, In regards to above, we would like to inform you that above mentioned project having mining lease area of 6.9818 ha. i.e. less than 50 ha., hence categorized as B2’ as per Notification dt. 15-01-2016. The tenure of the SEAC/SEIAA Kerala was expired on 18-03-2018 and the new SEIAA/SEAC for Kerala is yet to constitute. In the absence of duly constituted State Environment Impact Assessment (SEIAA) / State Expert Appraisal Committee (SEAC) Kerala our proposed project can be considered as Category “B” project in the Central level as per EIA Notification . In this connection, please find enclosed the following for your perusal:- 1. Duly filled Form–1 as per Appendix–I under EIA Notification, 2006. 2. Pre-feasibility report (PFR) of the project prepared as per the guidelines of MoEF vide O.M. dt. 30-12-2010 3. Mining plan approved by the District Geologist, Mining & Geology Department, Govt. of Kerala (authorized agency of the concerned State Government) 4. District Survey Report of Kannur District, Kerala. We request your good self to kindly consider our proposal in the next EAC meeting for appraisal for obtaining Environmental Clearance at the earliest. Thanking you, Yours respectfully, For NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES Mathew M. Pathrose (Managing Partner) Encl. :- As above

Transcript of The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018...

Page 1: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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

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1

FORM - 1

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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"

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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,

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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

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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

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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

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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

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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

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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.

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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

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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

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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

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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

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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.

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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

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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

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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

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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.

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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)

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CLUSTER CERTIFICATE Appendix-A

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1

Appendix-B-1LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)

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2

Appendix-B-2LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)

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3

LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)

Appendix-B-3

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4

Appendix-B-4LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)

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5

Appendix-B-5LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)

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6

Appendix-B-6LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)

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7

Appendix-B-7LAND ASSIGNMENT CERTIFICATE(ENGLISH TRANSLATION)

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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

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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 2

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 3

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 4

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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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 5

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 6

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 7

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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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 8

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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

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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"

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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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 23

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 24

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 25

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 26

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 27

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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

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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s s New Bharat Stone Crusher & Hollow Bricks Industries 28

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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.

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LETTER OF INTENT (LOI) Annexure No. 1

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SITE PHOTOGRAPHS

M/s NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES

Annexure No. 2

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ROUTE MAP OF THE QUARRY SITE OF M/s NEW BHARAT STONE CRUSHER &

HOLLOW BRICKS INDUSTRIES

Annexure No. 3

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GOOGLE MAP OF M/s NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES

Annexure No. 4

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1

KEY MAP – QUARRY SITE OF M/s NEW BHARAT STONE CRUSHER & HOLLOW BRICKS INDUSTRIES.

Annexure No. 5

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BP1

BP2

BP4

BP5

BP6

BP7

BP8

BP9

BP10

BP11

BP12

BP13 B

P14

BP15

BP16

BP17

BP18

BP19

BP20

BP21

BP22

BP23

BP24

BP27

BP28

BP29

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

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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

BP1

BP2

BP4

BP5

BP6

BP7

BP8

BP9

BP10

BP11BP12

BP13

BP14

BP15

BP16

BP17

BP18

BP19BP20

BP21

BP22

BP23

BP24

BP27

BP28

BP29

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

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

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

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PLANTATION

RAIN WATER WAY

PRODUCTION & DEVELOPMENTPLAN AND SECTION

ROAD

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

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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ENVIRONMENT MANAGEMENT PLAN MINOR MINERAL STONE QUARRY PROJECT - M/s New Bharat Stone Crusher & Hollow Bricks

Industries 1

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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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ENVIRONMENT MANAGEMENT PLAN MINOR MINERAL STONE QUARRY PROJECT - M/s New Bharat Stone Crusher & Hollow Bricks

Industries 2

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD.

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

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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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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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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

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Annexure No. AAmbient Air Quality Report

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Annexure No. BWater Quality Report

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Annexure No. CNoise Level Report

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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.

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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

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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

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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

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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.

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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.

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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

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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.

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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

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beach deposits (Kadappuram Formation) (Figure 1). The geology of the district given

better understanding of geological succession and stratigraphic sequence.

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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

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(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

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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.

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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).

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Figure 2: Geomorphology Kannur District (Source: District Resource map, Kannur district, Geological Survey of India)

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Figure 3: Land use of Kannur. (Source: District Resource map, Kannur district, Geological Survey of India)

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Figure 4: Geohydrology of Kannur. (Source: District Resource map, Kannur district, Geological Survey of India)

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Figure 5: Soil types of Kannur. (Source: District Resource map, Kannur district, Geological Survey of India)

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Figure 6: Geotechnical characteristics and natural hazards map of Kannur. (Source: District Resource map, Kannur

district, Geological Survey of India)

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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

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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,

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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

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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.

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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

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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

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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

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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

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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

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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).

Page 268: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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.

Page 269: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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

Page 270: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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

Page 271: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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

Page 272: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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

Page 273: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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

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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

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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

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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

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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

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.Ltd

.

H

ecta

re

D

OC

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426/

15

E

daya

r, P

.O.K

olay

ad,

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5

3 Su

dhar

shan

Tr

ipra

ngot

tur

Thal

asse

ri K

annu

r

275/

1A

40.4

7 G

rani

te

38/1

5-16

/MM

/GS

/CR

PS

/ 02

.12.

15

01.1

2.16

S/o

Bal

an, h

eruk

unno

thpa

ram

bath

A

re

D

OC

/M-5

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

Thal

asse

ri K

annu

r

21/1

A1

0.5

Gra

nite

39

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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

1/1

0.

3 G

rani

te

40/1

5-16

/MM

/GS

/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

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16/M

M/G

S/C

RP

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11.0

1.16

10

.01.

17

M

anag

ing

Par

tner

, Roc

k S

tar,

Hec

tare

DO

C/M

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lanp

arat

hattu

, P.O

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ral

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.201

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7 S

onia

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oy,

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anku

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K

annu

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nite

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13

.01.

17

Page 278: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

D

/o S

ebas

tian,

K

izha

kkep

pada

vath

,

C

ent

D

OC

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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

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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,

Eru

vess

i Ta

lipar

amba

K

annu

r 4

0.40

47

Gra

nite

45

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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

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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

5-16

/MM

/GS

/CR

PS

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.02.

16

14.0

2.17

S/o

E.P

.Mam

mad

Haj

i

286/

1 H

ecta

re

D

OC

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616/

15

A

kkar

amm

al H

ouse

, P.O

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yil

670

602

Dt 1

5.02

.201

6

13

Jabi

r.M.A

. A

lakk

ode

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aram

ba

Kan

nur

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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

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15

P

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ayar

om

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8.02

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6

14

T.P.

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msu

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olar

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tty

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nur

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rani

te

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ad K

utty

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illa,

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016

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15

V.P

.Pra

bhak

aran

K

anna

vam

Th

alas

seri

Kan

nur

10

8/1A

0.

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G

rani

te

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16

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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

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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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15

P

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hattu

kapa

ra 6

70 5

92

Dt 2

4.02

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6

17

Man

agin

g D

irect

or,

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anku

nnu

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K

annu

r 12

93

0.38

44

Gra

nite

52

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16/M

M/G

S/C

RP

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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

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eezh

oor

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K

annu

r 1

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0444

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rani

te

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16

15.0

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S

/o K

unhi

ram

an, S

aras

wat

hi

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yam

H

ecta

re

D

OC

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567/

15

P

.O.M

anga

ttido

m 6

70 6

43

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19

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ny J

ose,

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ayya

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lipar

amba

K

annu

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nite

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16/M

M/G

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17

M

anag

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tner

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H

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re

D

OC

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15

P

ayya

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D

t 28.

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Pro

ject

Man

ange

r, K

utto

or

Talip

aram

ba

Kan

nur

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1D

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47

Gra

nite

55

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16/M

M/G

S/C

RP

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31.0

3.16

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R

.D.S

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ject

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OC

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t 31.

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17

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M

anag

ing

Par

tner

, Per

ingo

me

Sto

ne C

rush

er,

Hec

tare

DO

C/M

-219

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aith

ulas

her,

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iyoo

r, P

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ikul

am

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esh

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ar.K

. Th

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ri K

annu

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nite

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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

/GS

/CR

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

/GS

/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

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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

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567/

16

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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

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PS

/ 01

.06.

16

31.0

5.17

M

anag

ing

Par

tner

, Sou

ther

n G

rani

tes,

H

ecta

re

D

OC

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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

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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

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.06.

16

21.0

6.17

M

anag

ing

Dire

ctor

, Sam

path

C

rush

ers

C

ent

D

OC

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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

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/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

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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

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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

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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

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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

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/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

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S/o

Ach

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se,

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ecta

re

DO

C/M

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Sur

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anth

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anth

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ayil,

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MM

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heru

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i Hou

se,

H

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re

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C/M

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.O.C

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him

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se,

H

ecta

re

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ruve

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/o M

uham

med

, C

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ouse

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tare

D

OC

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946/

15

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33

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athe

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57

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44

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MM

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t D

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MM

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t D

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15

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36

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37

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16

S

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16

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adin

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.O.K

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81

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39

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esh

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72

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S

reen

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t 16.

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16

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MM

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am, P

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/ 20

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16

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S

/o A

bdul

Rah

iman

, Sub

aida

Man

zil,

H

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re

DO

C/M

-562

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P

.O.M

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R

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Pay

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45

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MM

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-528

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45

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45

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t 22.

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R

athe

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1

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24

45

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15

Ala

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anoj

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71

457/

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S

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MM

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PS/

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unna

th M

anay

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re

DO

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-579

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ayya

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16

S

/o

V.V

elay

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C/M

-465

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.O.P

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13

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492/

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52

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46

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DO

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av, M

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19

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53

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46

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MM

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Moi

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anni

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H

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re

DO

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H

ouse

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54

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Kal

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463/

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/ 22

.12.

16

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/o M

uham

med

, Riy

as M

anzi

l

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tare

D

OC

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15

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55

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MM

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16

S

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15

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56

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71

465/

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M/L

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16

S

/o B

hara

than

, San

thos

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re

DO

C/M

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.O.T

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101

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t 23.

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57

P

rath

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Kal

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4

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71

466/

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16

S

/o P

rem

araj

an, P

ayat

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H

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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/

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6/M

M/L

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RPS

/ 27

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16

S

/o C

hant

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tty N

ambi

ar,

H

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re

DO

C/M

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5/15

P

ayya

daka

th H

ouse

, P.O

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kol 6

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07

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8.12

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5

59

Sus

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3

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71

468/

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M/L

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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

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60

M

uham

med

Asl

am.P

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Pay

am

Iritty

3

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0.

0971

46

9/15

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MM

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CR

PS/

27.1

2.16

S/o

Abd

ulla

, T.C

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as,

H

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re

DO

C/M

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5/15

P

.O.N

irmal

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670

701

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t 28.

12.2

015

61

P

rajit

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mar

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15

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.O.K

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.O.C

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l Kum

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anth

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ri 2

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amba

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i Hou

se,

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anu,

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anan

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ayan

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ivas

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15

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.O.K

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17

S

/o B

alan

, Pul

ikku

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Hou

se,

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ecta

re

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C/M

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16

P.O

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umar

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anan

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u, K

rishn

ajan

am

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Sha

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17

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anda

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16

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raf.M

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17

S

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en, M

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andi

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se,

H

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re

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C/M

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.O.P

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105

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17

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ri H

ouse

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ham

bu, T

ham

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se,

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ecta

re

DO

C/M

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de 6

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92

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6

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aray

anan

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ani N

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ecta

re

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otta

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ouse

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05

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oj K

umar

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.O.M

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an, K

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-438

/16

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.O.K

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17

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l Niv

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17

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6

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ayar

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.O.M

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t 08.

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11

7 M

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anu,

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0

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t 10.

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ashe

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za, K

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se,

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re

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.Tal

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t 10.

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11

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arid

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liad

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17

S

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ovin

dan,

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likku

nnil

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se,

H

ecta

re

DO

C/M

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.O.K

anda

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602

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t 10.

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ent

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ande

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al H

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Kan

dam

kunn

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Bal

an, K

uniy

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orot

hum

mal

Hou

se,

H

ecta

re

DO

C/M

-64/

16

P.O

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42

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6

123

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Kan

dam

kunn

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2 0.

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uniy

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se,

H

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16

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t 15.

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za C

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ouse

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adat

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03

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129

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aman

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17

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umar

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as,

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17

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s/

o R

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n

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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

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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

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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

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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

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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

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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

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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

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/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

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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

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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

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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

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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

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17

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/o K

arun

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an, J

isha

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as,

H

ecta

re

DO

C/M

-311

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.O. 6

70 5

93

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016

31

0 S

ulph

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189

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17

S

/o A

bdul

la, S

as M

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l,

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.O. 6

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17

S

/o J

osep

h, C

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i Hou

se,

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ent

DO

C/M

-307

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016

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Dev

assy

a N

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Ta

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amba

41

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15

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MM

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CR

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4 Ja

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CR

PS

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S

/o K

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, Kan

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dan

Hou

se,

H

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631

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oj K

umar

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ith N

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6 B

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MM

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CR

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thu

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ty N

ambi

ar,

H

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re

DO

C/M

-318

8/16

M

avila

chal

il H

ouse

, Pat

tann

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70 5

95

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016

31

7 S

udee

p C

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ali

Talip

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ba

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MM

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nam

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se,

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re

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adam

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.O. 6

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53

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016

31

8 K

rishn

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lipar

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17

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hand

u Ku

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Hou

se,

H

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DO

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-278

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.O. 6

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42

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016

31

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mm

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3

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Ali,

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el P

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n K

ulat

hil H

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D

OC

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6

C

huzh

ali.P

.O. 6

70 6

32

Dtd

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08.2

016

32

0 S

ures

h Ba

bu.T

. M

anan

ther

i Th

alas

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2

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0971

16

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MM

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CR

PS/

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u, M

otta

para

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th H

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321

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anth

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ry

296

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71

161/

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M/L

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17

S

/o R

agha

van,

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,

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tare

D

OC

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989/

16

Che

ruva

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ri.P

.O. 6

70 6

30

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. 08.

08.2

016

32

2 P

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u H

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fa

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ry

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71

162/

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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

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D

td. 0

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6

323

Abd

ul S

alam

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ali

Talip

aram

ba

320

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71

163/

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M/L

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17

S

/o M

oide

en K

utty

, And

yan

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l Hou

se,

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re

DO

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670

142

D

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324

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ulim

an.M

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allia

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23/

1 0.

1942

16

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PS/

07.0

8.17

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/o K

unhi

Muh

amm

ed, A

lang

adan

Hou

se,

H

ecta

re

DO

C/M

-795

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Ven

gottu

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., M

alap

pura

m 6

76 5

03

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. 08.

08.2

016

32

5 A

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22

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/ 15

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17

S

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K.P

.Abd

ul

Maj

eed

Haj

i, K

aipp

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P

uthi

ya

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re

DO

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-268

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uray

il H

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, P.O

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6 P

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Man

anth

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166/

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17

S

/o G

ovin

dan,

Ajit

ha N

ivas

,

Hec

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D

OC

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16

Man

anth

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.O. 6

70 6

43

Dtd

. 16.

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016

32

7 A

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Kal

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Iritty

4

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24

167/

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M/L

T/C

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/ 15

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17

S

/o

Rah

iman

A

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, C

hund

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mal

H

ouse

,

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t D

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996/

16

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rupa

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si.P

.O. 6

70 6

01

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016

32

8 S

abir.

K.

Kal

liad

Iritty

4

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71

168/

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T/C

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17

S

/o A

bdul

Rah

iman

, Kee

thed

ath

Hou

se,

H

ecta

re

DO

C/M

-316

6/16

P

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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

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MM

/LT/

CR

PS/

15.0

8.17

S/o

Nar

ayan

an, P

appi

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eri H

ouse

,

Hec

tare

D

OC

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079/

16

Kos

avan

vaya

l.P.O

. 670

593

D

td. 1

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6

331

Pra

veen

.P.

Kal

liad

Iritty

17

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17

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MM

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CR

PS/

15.0

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S/o

Sre

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a N

ivas

,

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D

OC

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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/

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M/L

T/C

RPS

/ 15

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17

S

/o R

amac

hand

ran

Nam

biar

,

Cen

t D

OC

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988/

16

S

anis

hala

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, 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

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7.08

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6

334

M.V

.Ram

acha

ndra

n K

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tty

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17

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MM

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CR

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inda

n N

ambi

ar, T

heer

tham

,

Hec

tare

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042/

16

Per

uval

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aram

ba.P

.O. 6

70 5

93

Dtd

. 17.

08.2

016

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335

Abd

ul H

amee

d P

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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

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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

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0.

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17

6/16

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MM

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CR

PS/

16.0

8.17

S/o

Tho

mas

, Akk

akku

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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

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gom

e Ta

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amba

1

44/1

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0959

17

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MM

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CR

PS/

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S/o

San

kara

n N

ambo

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ri,K

arin

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thill

am,

H

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re

DO

C/M

-283

5/16

A

thav

anad

.P.O

., M

alap

pura

m 6

76 3

01

Dtd

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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

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17

S

/o S

reed

hara

n, T

.C.N

ivas

,

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D

OC

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191/

16

Che

rupa

ram

ba.P

.O. 6

70 6

93

Dtd

. 22.

08.2

016

33

9 S

unny

Abr

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K

elak

om

Iritty

K

TR 3

29

0.09

71

179/

16-1

7/M

M/L

T/C

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17

S

/o A

brah

am, A

rakk

al H

ouse

,

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tare

D

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392/

16

Kan

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. 670

674

D

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340

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an.M

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Ala

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Talip

aram

ba

478

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18

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MM

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CR

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8.17

S/o

Dav

id J

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h, M

ooka

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ttath

il H

ouse

,

Hec

tare

D

OC

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316/

16

Pet

tikku

ndu.

P.O

., K

asar

agod

671

313

D

td. 2

2.08

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6

341

Sud

haka

ran.

P.

Pad

uvila

yi

Thal

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ry

2 0.

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18

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MM

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CR

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S/o

Kum

aran

, Tha

pasy

a, V

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tare

D

OC

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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.

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18

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MM

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CR

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n N

ivas

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192/

16

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. 670

651

D

td. 2

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6

343

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Jos

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ram

Ta

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amba

2

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18

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MM

/LT/

CR

PS/

28.0

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S/o

Jos

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Pun

nass

eri H

ouse

,

Hec

tare

D

OC

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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

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2

5/2B

1 0.

0971

18

4/16

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MM

/LT/

CR

PS/

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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

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6

345

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ekum

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17

S

/o G

anga

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an, K

uthi

rum

mal

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se,

H

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re

DO

C/M

-331

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V

aliy

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.O. 6

71 3

13

Dtd

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08.2

016

34

6 S

anth

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P.P

. N

idiy

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Ta

lipar

amba

8

0.09

71

186/

16-1

7/M

M/L

T/C

RPS

/ 28

.08.

17

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/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

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08.2

016

34

7 D

evas

sya

Nid

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ga

Talip

aram

ba

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0971

18

7/16

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MM

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CR

PS/

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S/o

Jos

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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

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448/

16

Per

uval

athu

para

mba

.P.O

. 670

593

D

td. 3

1.08

.201

6

349

Ram

acha

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n.M

. K

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ur

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asse

ry

43/

1 0.

0971

18

9/16

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MM

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CR

PS/

30.0

8.17

S/o

Kris

hnan

Nam

biar

, Kris

hna

Nila

yam

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tare

D

OC

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449/

16

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tann

ur 6

70 7

02

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016

35

0 A

ppuk

utta

n.P

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Ala

ppad

amb

Talip

aram

ba

396

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MM

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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

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17

S

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Moi

dhu

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i, Pa

nnya

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di

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hiya

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uray

il

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tare

D

OC

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516/

16

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ache

ri.P

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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

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17

S

/o Ib

rahi

m.P

.T.,

Par

atho

di H

ouse

,

Hec

tare

D

OC

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322/

16

P.O

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kkay

am, M

alap

pura

m 6

76 5

69

Dtd

. 31.

08.2

016

35

3 B

ijesh

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. 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

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. 670

601

D

td. 0

5.09

.201

6

354

Sur

esha

n C

huzh

ali

Talip

aram

ba

30

0.09

72

194/

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M/L

T/C

RPS

/ 07

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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

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0971

19

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MM

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hai.M

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H

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re

DO

C/M

-349

4/16

M

azhu

ppel

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se, C

ham

atha

chal

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63

3

D

td. 1

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6

357

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S

/o K

unha

mbu

, Kun

nath

Val

appi

l Hou

se,

H

ecta

re

DO

C/M

-299

2/16

C

heng

alay

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. 670

631

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6

358

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K

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tty

46

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24

198/

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17

S

/o N

aray

anan

, Lak

shm

i Niv

as,

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ent

DO

C/M

-359

6/16

P

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nnur

670

595

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td. 1

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6

359

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ji P

ayam

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17

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atha

i, M

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tare

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16

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athi

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0 P

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ayam

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MM

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CR

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21.0

9.17

S/o

Kar

unak

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, Asw

athi

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se,

H

ecta

re

DO

C/M

-249

9/16

P

adiy

oor.P

.O. 6

70 7

03

Dtd

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09.2

016

36

1 S

ham

sudh

een.

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. E

ram

am

Talip

aram

ba

449

0.09

71

201/

16-1

7/M

M/L

T/C

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17

S

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bdul

Kar

eem

Hec

tare

D

OC

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599/

16

See

ruva

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il H

ouse

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hil.P

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07

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016

36

2 R

aju.

P.

Era

mam

Ta

lipar

amba

3

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0.09

71

202/

16-1

7/M

M/L

T/C

RPS

/ 25

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17

S

/o N

aray

anan

, Cha

man

di, P

oora

kkad

avat

h

Hec

tare

D

OC

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682/

16

Hou

se, K

utto

or.P

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70 3

06

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09.2

016

36

3 S

rees

han.

K.

Kol

ari

Thal

asse

ry

21/

1 0.

0971

20

3/16

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MM

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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

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. 670

595

D

td. 2

6.09

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6

364

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esh.

K.

Per

inth

atta

Ta

lipar

amba

1

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A

0.09

71

204/

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M/L

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17

S

/o T

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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

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MM

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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.,

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argo

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1 31

4

D

td. 2

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6

366

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sad.

C.

Per

ingo

me

Talip

aram

ba

162

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MM

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CR

PS/

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9.17

S/o

Am

badi

, Chi

ttank

kara

n H

ouse

,

Hec

tare

D

OC

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126/

16

Pet

tikku

ndu.

P.O

., K

asar

agod

671

313

D

td. 2

8.09

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6

367

Bal

akris

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C

hava

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tty

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20

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MM

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CR

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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

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td. 2

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6

368

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oop.

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uzha

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nu

Iritty

20

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MM

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CR

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9.17

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Moh

anan

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i Niv

as,

H

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re

DO

C/M

-363

3/16

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P

.O.V

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016

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ajee

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Vay

athu

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tty

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42

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M/L

T/C

RPS

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17

S

/o A

yyap

pan.

T.

H

ecta

re

DO

C/M

-330

8/16

Th

anik

kapa

ram

bil

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se,

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kal.P

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670

705

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016

37

0 P

raka

shan

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ekan

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ram

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21

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MM

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CR

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Ram

an, R

amap

uram

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se,

H

ecta

re

DO

C/M

-268

6/16

C

heru

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. 670

601

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6

371

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anan

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S

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arat

hi H

ouse

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OC

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16

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05

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2 M

uham

med

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hi.C

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amba

16

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CR

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0.17

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ruku

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Hou

se,

H

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re

DO

C/M

-330

6/16

Ta

lipar

amba

670

14

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37

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alam

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kol

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17

D

/o C

hiru

kand

an, K

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mal

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se,

H

ecta

re

DO

C/M

-332

8/16

P

.O.K

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l 670

307

D

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6

374

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mer

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reek

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m

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aram

ba

235

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71

214/

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M/L

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17

S

/o M

ayan

, Raf

seen

as,

H

ecta

re

DO

C/M

-380

5/16

A

ncha

rakk

andy

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. 670

612

D

td. 0

3.10

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6

375

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kara

jan.

K.V

. R

aman

thal

i Ta

lipar

amba

1

86/9

0.

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215/

16-1

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M/L

T/C

RPS

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17

S

/o N

aray

anan

, Kav

ile V

alap

pil H

ouse

,

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tare

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OC

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164/

16

Pal

akko

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.O. 6

70 3

05

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016

37

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haji

John

son

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S

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argh

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ouse

,

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OC

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16

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Kal

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MM

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CR

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S/o

Kun

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man

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Hou

se,

H

ecta

re

DO

C/M

-308

0/16

P

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670

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6

378

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ta

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17

S

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ovin

dan,

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ichi

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se,

H

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re

DO

C/M

-363

7/16

Th

avid

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ri, P

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kunn

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17

S

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ham

med

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ty, E

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l Hou

se,

H

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re

DO

C/M

-385

6/16

P

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ulla

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602

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6

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380

Sha

msu

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17

S

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H

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re

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9/16

M

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l 670

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6

381

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17

S

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se,

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DO

C/M

-377

6/16

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631

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382

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16

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C/M

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2/16

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Hou

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DO

C/M

-352

8/16

K

adan

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01

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10.2

016

38

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17

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OC

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16

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31

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016

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31

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38

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alan

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tare

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OC

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16

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01

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10.2

016

38

9 Jy

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17

S

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as.P

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vath

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se,

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re

DO

C/M

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1/16

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O. 6

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39

0 S

anil.

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17

S

/o K

.K.S

athy

an

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2/16

S

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, P.O

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/ 06

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17

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/o G

eorg

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C

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392

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P.O

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670

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anna

n, C

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,

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S

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unhi

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se,

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C/M

-352

4/16

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396

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238/

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17

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ovin

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a N

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706/

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92

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016

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9 R

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tiatto

or

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17

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16

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amba

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as,

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.O. 6

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17

S

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se,

H

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re

DO

C/M

-400

9/16

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adat

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D

td. 1

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u N

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17

S

/o K

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aray

anan

, Kar

att K

olla

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t Hou

se,

H

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re

DO

C/M

-377

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osav

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016

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umes

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nan,

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405

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oj K

umar

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ouse

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43

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246/

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17

S

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umar

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hem

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ouse

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OC

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16

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uval

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mba

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S

/o P

.V.K

unhi

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an,

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ecta

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C/M

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P

.V.K

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se, P

ayya

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408

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206

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17

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azee

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16

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95

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016

40

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hask

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4

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17

S

/o P

anni

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tare

D

OC

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16

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se, K

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93

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10.2

016

41

0 P

raka

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idiy

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man

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l,

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ga 6

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31

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016

41

1 M

ohan

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. A

lapp

adam

b Ta

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25

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CR

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S/o

Am

bu, K

ozhu

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l Hou

se,

H

ecta

re

DO

C/M

-331

1/16

P

.O.P

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kund

u 67

1 31

3

D

td. 1

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6

412

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ar

Pay

am

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1

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252/

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M/L

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17

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amm

u, P

adin

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,

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04

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41

3 N

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71

253/

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17

S

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ali K

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Hou

se,

H

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DO

C/M

-218

9/16

K

adam

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6

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414

Raj

an.A

N

idiy

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3

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MM

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CR

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18.1

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S/o

Kan

nan,

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l Hou

se,

H

ecta

re

DO

C/M

-405

1/16

P

.O.N

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415

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Pay

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Kud

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DO

C/M

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3/16

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para

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Pay

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10.2

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42

3 S

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S

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M

.V.G

ovin

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athi

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42

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Kal

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17

S

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DO

C/M

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602

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16

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E

zhilo

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P

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P

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6

Page 325: The Director- IA. II (M), - environmentclearance.nic.in · The Director- IA. II (M), Dt. 23-05-2018 Ministry of Environment, Forests & Climate Change, ... Kerala Panchayat Raj Act,

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

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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

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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.

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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

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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).

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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.

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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

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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

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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

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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"),

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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

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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

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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.

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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

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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.

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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).

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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,

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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

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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

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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

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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).

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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

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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

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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

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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).

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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.

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