Pre-Feasibility Report of Gravel...

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA Under EIA Notification 2006 Pre-Feasibility Report of Gravel Quarry (Under the Guidelines of Ministry of Environment and Forest in terms of the provisions of EIA notification 20051, 52 & 127 and specifically in circular No J-11013/41/20051, 52 & 127 -IA.II (I) dated 30 th December, 2010) Location of the Quarry Lease applied area S.F.No. 649/8 and 649/9, Uranganpatti Village, Melur Taluk, Madurai District, Extent: 2.16.0Ha (Less than 5Ha) Category: B2 Project Applicant S.Ajmeer Kaja, S/o.Sarkkarai Mohamed, Attapatti Post, Melur Taluk, Madurai District.

Transcript of Pre-Feasibility Report of Gravel...

Page 1: Pre-Feasibility Report of Gravel Quarryenvironmentclearance.nic.in/writereaddata/District/pfr/... · 2018-02-03 · PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER

PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

Pre-Feasibility Report of

Gravel Quarry (Under the Guidelines of Ministry of Environment and Forest

in terms of the provisions of EIA notification 20051, 52 & 127 and specifically in circular

No J-11013/41/20051, 52 & 127 -IA.II (I) dated 30th

December, 2010)

Location of the Quarry Lease applied area

S.F.No. 649/8 and 649/9,

Uranganpatti Village,

Melur Taluk, Madurai District,

Extent: 2.16.0Ha (Less than 5Ha)

Category: B2 Project

Applicant

S.Ajmeer Kaja,

S/o.Sarkkarai Mohamed,

Attapatti Post, Melur Taluk,

Madurai District.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

1. EXECUTIVE SUMMARY The Proponent Mr. S.Ajmeer Kaja has been obtained permission from District collector

Madurai to quarry Gravel for over an extent of 2.16.0Ha in Survey No: 649/8 and 649/9 at

Uranganpatti Village, Melur Taluk and Madurai District, Tamilnadu state by District

Collector Madurai, Rc.No. 1692/2017- Mines dated 03.01.2018 for a period of One year

only subjected to submission of Environmental clearance from DEIAA, Madurai, consent for

Establishment and Consent for operation from TNPCB.

SALIENT FEATURES OF THE PROJECT

S.NO PARTICULAR DETAILS

1. Name of the Proponent S.Ajmeer Kaja

2. Type of Project Gravel quarry

3. Location Survey No.649/8 and 649/9

Uranganpatti Village,

Melur Taluk,

Madurai District,

Tamilnadu State.

4. Mining lease area 2.16.0Ha

5. Type of land

Patta/forest/PWD

It is a Patta land – Non forest

6. Life of period One year only

7. Production capacity The proposed quantity of reserves is 51966m3

(or)

8661 Lorry Loads of Gravel up to a depth of 3m

below the ground level for a period of One year

only.

Description Gravel in m3

Geological Resources 65331

Available Mineable reserves 51966

One year plan period

As in the approved mining plan

51966

8. Method of Mining Open cast method of shallow mining is proposed,

Machineries like excavators are proposed for

quarrying Gravel up to depth of 3m below the

ground level.

No drilling or blasting is proposed for this type of

Gravel Quarrying, it is a conventional eco friendly

quarrying operation.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

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9. Ultimate depth of Mining The quarry operation is proposed up depth 3m below

the ground level

10. Latitude 10°01’37.34’’N to 10°01’43.72’’N

11. Longitude 78°26’30.42’’E to 78°26’35.57’’E

12. Top sheet No. 58 – J/08

13. Topography of MSL area 131m from MSL

14. Land use classification It is a fresh quarry lease

15. Ground water level The Ground water is about 40mt depth from below

ground level.

16. Climatic condition Rainfall – 1000/annum

Temperature - 40ºC - 25ºC

17. Land use pattern Description Area in percentage (%)

Trees/Coconut Farm – 30%

Seasonal Agriculture land – 23%

Road – 07%

Habitation/Crusher Plant – 03%

Barren Land – 23%

Elevated area – 09%

Quarry pit – 05%

18. Nearest habitation Ariyurpatti – 1.5km – NW

19. Nearest Town Melur – 11km - W

20. Nearest Railway station Nattarasankottai Railway station - 20km -SE

21. Nearest Airport Madurai Airport - 44km - SW

22. Nearest National Highways &

State Highways

NH226 - Sivagangai–Pudukkottai – 11km - E

SH34 – Melur–Sivaganga - 6km-SW

23. Nearest Hospital Uranganpatti – 3.5km – SW

24. Aerial distance to the nearest

Eco sensitive areas, CRZ,

forest, wild life sanctuary,

Interstate boundary, critically

polluted area if the quarry site

is within 500m of these areas.

More than 500m from Eco sensitive areas, CRZ,

forest, wild life sanctuary, Interstate boundary,

critically polluted area.

25. Details of other quarries for a

radius of 500m around the

quarry site

There is no quarry within the radius of 500mt

26. Man power About 7 employees

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

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27. Water requirement & source Total water requirement for 1.0KLD from water

vendors & nearby bore well.

28. Overburden/Waste There is no overburden anticipated in this area

29. Cost of the project The Project cost:

A. Fixed Asset cost = Rs. 4,92,000/-

B. Operational cost = Rs. 10,26,000/-

C. EMP cost = Rs. 60,000/-

Total project cost = Rs. 15,78,000/-

CSR Cost (2.5%) = Rs. 40,000/-

Total cost = Rs. 16,18,000/-

The Prefeasibility report preparing for following condition of Government of India Ministry of

Environment and Forests (No.L-11011/47/2011 –IA-II (M) Dated: 24th June, 2013)

� There is no forest within the radius of 10km.

� There is no CRZ within the radius of 10km.

� There is no Western Ghats within the radius of 10km.

� The project area does not fall in ‘HACA’ region.

� There is no interstate boundary within the radius of 10km.

� There are no Bird sanctuaries, wild life sanctuaries and National park as Act 1972, within the

radius of 10kms.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

The following information provided by the applicant

I have applied to DEIAA, Madurai for getting Environmental clearance for the Gravel quarry

in S.F.No:649/8 and 649/9for over an extent of 2.16.0Ha, Patta land in Uranganpatti Village, Melur

Taluk and Madurai District.

� I will not deploy any child labors below 18 years for any type of quarrying operation. All

labours engaged for quarrying operation will be insured till the end of life of quarry period.

� All type of safety / protective equipment’s will be provided to all the labourers working in my

quarry site.

� I will sincerely follow and execute the afforestation and Green belt during the course of

quarrying operation and maintain afforestation after the expiry of quarrying lease.

� I ensure to involve and participate in the corporate social responsibilities of the local

community as declared in the proposal.

� I solemnly declare & affirm that there is no operating quarry within 500m radius from the

periphery of the quarry.

� The quarry operation has not been commenced and will likely to operate after grant of

Environmental clearance and grant of quarry lease.

� There are no habitation within the radius of 500m.

� No permanent structures, temples etc. are located within 500m radius from the periphery of

my quarry.

� The quarrying operation will not cause any hindrance to the nearby public and also it will not

cause any hindrance to nearby villagers and human settlements during transportation of

mineral.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

2.0 INTRODUCTION OF THE PROJECT OR BACKGROUND INFORMATION

(i) Identification of project and project proponent: In case of mining project, a copy of mining

lease/letter of intent should be given

Identification of Project

Project Proponent Name with Address

S. Ajmeer Kaja,

S/o. Sarkkarai Mohamed,

Attapatti Post, Melur Taluk,

Madurai District.

Mobile No. 9843326808

Email: [email protected]

In case of mining project, a copy of mining lease/letter of intent should be given

I. The precise area communication letter was issued by the District collector Madurai vide

Rc.No. 1692/2017- Mines dated 03.01.2018.

II. The Mining plan was approved by the Deputy Director, Department of Geology and Mining

Madurai vide Rc. No. 1692/2017- Mines dated 11.01.2018.

Name of the Project Uranganpatti Gravel quarry

Lease area 2.16.0Ha (Patta land) - Non forest

Location Survey Nos. 649/8 and 649/9

Uranganpatti Village, Melur Taluk,

Madurai District and Tamilnadu State.

Topo sheet No. 58 – J/08

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Under EIA Notification 2006

(ii) Brief description of nature of the project

Mining:

The Lease applied area is plain topography, The Gravel quarrying by opencast method of

shallow mining is proposed. Machineries like excavator are proposed for quarrying of Gravel.

No drilling and blasting is proposed. There is no formation of bench; the quarrying is a restricted to a

depth of 3m below the ground level in the entire area.

The applicant intends to use this Gravel especially for filling and leveling of low lying areas

for Road Project and other infrastructure development work in and around the District for a period of

One year.

The proposed quantity of Gravel:

There is no top soil. The waste material is not anticipated during the quarry operation, the

entire Gravel is excavated and utilized. It is proposed to exploit Gravel of about 51966m3

for a period

of One year only.

(iii) Need for the project and its importance to the country and or region

The Gravel quarrying project falls in the area of Madurai District, Tamilnadu where scanty

agricultural activities are been carried out and the new industries are springing up in the district.

Gravel is an important commercial product, with a number of applications. The applicant intends to

use for filling and leveling of low lying areas for public Projects.

This project will give employment opportunities to 7 members directly. Mineral Industries of

the state of Tamilnadu provides employment opportunities for the people of the state as well as in the

specific project area. Mining and Quarrying is one among the major core sector industries which

plays a vital process of country’s economic development.

(iv) Demand and supply gap

There is a huge demand of Gravel in Madurai District for this a huge quantity of Gravel is

required for filling and leveling of low lying areas of road construction projects and other

infrastructure development work. Besides there is also huge demand of Gravel for public and private

sector projects also.

(v) Imports vs indigenous production

There is no import of Gravel at present in India. India especially the peninsular India

(southern India) has good resource of Gravel.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(vi)Export Possibility

There is no possibility for export of this Gravel.

(vii) Domestic/Export Markets

The Gravel is specifically use for filling and leveling of low lying areas for Road Project and

other infrastructure development work in and around the District

(viii) Employment Generation (Direct and Indirect) due to the project

About 7 employees labors directly and engaged in this proposed quarry project and the

tentative man power required for the proposed Gravel quarry shall be as follows.

Designation No’s

Skilled

Mines foreman 1

Supervisors 1

Semi skilled

Excavators Operators 1

Co-operator 1

Un-Skilled

Watchman 1

Unskilled helper 2

Total 7

The above man power is adequate to meet out the production schedule and the machinery

strength envisaged in the mining plan and also to comply with the stationary provisions of mine

safety regulation.

It is been ensured that the labors will not be deployed less than 18 years, No Child labors

will engaged or entertained for any kind of quarrying operations. All the labors engaged for

quarrying operations will be insured till the end of life of quarry.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

3.0 PROJECT DESCRIPTION

(i) Type of project including interlinked and interdependent projects, if any

The Uranganpatti Gravel quarry, it is an opencast method of shallow mining is proposed.

There is no interlinked & Interdependent Project.

(ii) Location (map showing general location, specific location, and project boundary & project

site layout) with coordinates

� The area is located in S.F.No. 649/8 and 649/9 Uranganpatti Village, Melur Taluk and

Madurai District.

� It’s a Patta land; the Lease applied area is plain topography.

� The altitude of the area is 131m (Maximum) from MSL

� The area is falls in GSI Topo sheet No. 58 – J/08

� The Latitude between of 10°01’37.34’’N to 10°01’43.72’’N

� The Longitude between of 78°26’30.42’’E to 78°26’35.57’’E on WGS 1984 datum.

GOOGLE IMAGE SHOWING THE LEASE BOUNDARY AREA

Lease area

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

LOCATION MAP OF THE PROJECT AREA WITH CO ORDINATES

LEASE AREA: Village : Uranganpatti

Taluk : Melur

District : Madurai

Latitude: 10°01’37.34’’N to 10°01’43.72’’N

Longitude: 78°26’30.42’’E to 78°26’35.57’’E

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

DRAWING SHOW THE QUARRY LEASE AND SURFACE PLAN WITH CO-ORDINATES

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

DRAWING SHOW THE ENVIRONMENTAL PLAN

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(iii) Details of alternate sites considered and the basis of selecting the proposed site, particularly

the environmental considerations gone into should be highlighted

The quarrying operation is proposed in the Patta land and there is no any alternative site for

this project is not considered, the project is site specific.

(iv) Size or magnitude of operation

The total area of the project is about 2.16.0Ha. It is proposed to exploit Gravel is about

51966m3 by open cast method of shallow mining is proposed for quarry by deploying excavate

directly for a period of One year only.

(v) Project description with process details (a schematic diagram/flow chart showing the

project layout, components of the project etc. should be given)

Topography and General Geology:

The lease applied area exhibits almost plain topography, covered with gravel formation, having

gentle slope towards southern side. The area is fully covered by the gravel formation, hence the

vegetation does not sustain due to the topography of the land. The altitude of the area is 131m (max)

from MSL.

Details of Exploration

No exploration is carried out. The Gravel is found clearly right from the surface in the lease

applied area.

Proposed Study to be carried out

As the quarrying operation is proposed to be carried out for a period of One year only to a

depth of 3m below the ground level further exploration or proposed study is redundant.

Method of Estimation of Reserves

The Geological plans demarcating the commercially viable Gravel body have been prepared in

1:1000 scales (Plate No. III).

Totally three sections have been drawn, one sections along the length wise of the area (X-Y)

and another two sections are width wise of the area (A-B) and (C-D) to cover the maximum area in the

Horizontal 1:1000 and Vertical 1:100 (please refer Plate No- III).

The cross sectional area for the proved depth persistence of 3m has been worked out for the

section. The cross sectional area multiplied by its length of influence on the longer axis gives the volume

(insitu) in the cross sectional area. The sum total of the insitu reserves available within the individual

cross sectional area gives the geological reserves of the lease applied area.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

As the recoverable of Gravel in the terms of cubic meter. The Geological Resources, Mineable

Reserves are given only in terms of Cubic meter. The Details of estimation of Geological Resources and

Mineable Reserves with reference to Topography, Geological Plan and Section shown in (Plate No. III).

MINEABLE RESERVES

MINEABLE RESERVES

Section Bench Length

in m

Width

in m

Depth

in m

Volume in m3 Mineable

Reserves of

Gravel in m3

XY-AB I 38 41 1.5 2337 2337

II 36 38 1.5 2052 2052

Total 4389

XY-CD I 139 116 1.5 24186 24186

I 138 113 1.5 23391 23391

Total 47577

GRAND TOTAL 51966

The applicant intends to quarry 51966m3 of gravel for the period of One year up to a depth of

3m from the below the ground level.

Open Cast Working

Open cast method of shallow mining is proposed, Machineries like excavators are proposed

for quarrying Gravel 3m below the ground level depth. No drilling or blasting is proposed for this

type of Gravel quarrying, it is a conventional eco friendly quarrying operation.

The Gravel will be loaded directly to the trucks / Lorries for transportation to the needy

customers for filling and leveling of low lying areas.

Process details:

Overburden:

No overburden in the area, Gravel Clearly visible right from the surface.

The ultimate pit dimensions of the Quarry:

Description Section L (m) max W (m) max D (m) max

Conceptual XY-AB 177 116 3

Excavating the Gravel by excavators

Loading the Gravel into tippers by excavator to the

needy Road construction sites

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Under EIA Notification 2006

(vi) Raw material required along with estimated quantity, likely source, marketing area of final

products, Mode of transport of raw Material and Finished Products

This is a quarrying project for excavating Gravel hence there is no requirement for raw

material.

Uses:

The Excavated Gravel especially for filling and leveling of low lying areas for public Projects

in and around the district.

(vii) Resource optimization/recycling and reuse envisaged in the project, if any, should be

briefly outlined

No optimization/ Recycling and Reuse envisaged in the proposed Gravel quarry project.

(viii) Availability of water its source, Energy/power requirement and source should be given

This Gravel quarry project does not require huge water for the project. The total water

requirement in the quarry will be around 1KLD.

Purpose Quantity Sources

Drinking &

Domestic purpose

0.2 KLD Water Purchase from Approved water vendors available

in Uranganpatti (3.5km – Southwestern side of the area)

Dust suppression 0.4 KLD From Existing Borehole on nearby the quarry area.

Green belt 0.4 KLD From Existing Borehole on nearby the quarry area.

Total 1.0KLD

Energy

No electricity is required for quarry operation; the quarry working is restricted on day time

only (between 9Am to 5Pm). Diesel (HSD) will be used for quarrying machineries around 8660 liters

of HSD will be used for the entire projects. Diesel will be brought from nearby diesel pumps.

No power is required for the project. Lightings on the Night will be taken from nearby electric poles

after obtaining permission from concerned authorities.

Per hour Excavator will consume = 10 liters / hour

Per hour Excavator will excavate = 60m3

Per 51966m3 = 51966m

3/60m

3

= 866 hours

Diesel consume 866 working hours = 866 hours x 10 liters

= 8660 liters of HSD for entire project life

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(ix) Quantity of wastes to be generated (liquid and solid) and scheme for their

management/disposal

There is no wastage is encountered during the quarrying operation the entire Gravel is utilized

for public and private sector projects for filling and leveling the low lying areas.

There is no toxic effluent expected to generate in the form of solid liquid and gases and the no

requirement of treatment of waste. There is no top soil available in the lease applied area.

(x) Schematic representations of the feasibility drawing which give information of EIA purpose

4.0 SITE ANALYSIS

(i) Connectivity

S.

No.

Particulars Location Direction Approximate

Distance in km

1. Nearest Post office Ariyurpatti NW 1.5km

2. Nearest Town Melur W 11km

3. Nearest Police station Melur W 11km

4. Nearest Govt. Hospital Uranganpatti NW 3.5km

5. Nearest Dispensary Melur W 11km

6. Nearest school Uranganpatti NW 3.5km

7. Nearest DSP office Madurai SW 37km

8. Nearest Railway station Nattarasankottai SE 20km

9. Nearest Airport Madurai SW 44km

To Submit DEIAA

As the project is categorized in category-“B2”

The project area is (>5Ha)

Final Presentation of this project

DEAC-Grant of Environmental Clearance

Form – 1

Along with Approved Mining Plan

&

Pre-feasibility Report

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(ii) Land Form, Land use and Land ownership

Land form:

The lease applied area is plain topography. Lease area is dry land. The area does not fall in

forest land.

Land use:

There are no water courses flowing through the applied lease area. There is no

vegetation/plantation in this area. Some thorny bushes and shrubs are observed.

Description

Area Required during

the quarrying period

(Ha)

Net area considered for

quarrying period (Ha)

Area under Quarrying Nil 1.72.5

Afforestation Nil 0.13.5

Infrastructure Nil 0.01.0

Un-utilized area 2.16.0 0.29.0

Grand Total 2.16.0 2.16.0

Land Ownership:

It is a patta land S.F.No.649/8 registered in the name of Subbiah vide patta No.1179 and

S.F.No.649/9 jointly registered in the name of Vellaisamy, Chinnakarupan and Sandhanam vide patta

No.3307. The applicant has obtained consent from the pattadhars. (Refer the patta copy enclosed as

annexure No-IV). The applicant has surface rights over the area.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(iii) Topography (along with map)

The lease applied area exhibits almost plain topography, covered with Gravel formation, having

gentle slope towards Southern side. The area is fully covered by the Gravel formation. Hence the

vegetation does not sustain due to the topography of the land. The altitude of the area is 131m

(Maximum) from MSL.

Google map view of the Quarry lease applied area

Lease area

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

GOOGLE IMAGE SHOWING THE LEASE BOUNDARY AREA

For Uranganpatti Gravel Quarry

Location:

Village: Uranganpatti

Taluk: Melur

District: Madurai

Topo sheet No: 58 – J/08

Latitude : 10°01’37.34’’N to 10°01’43.72’’N

Longitude: 78°26’30.42’’E to 78°26’35.57’’E

Lease area

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(iv) Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area

under CRZ)), shortest distances from the periphery of the project to 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, a copy of the Gazette notification should be

given.

� There is no forest within the radius of 10km.

� There is no Western Ghats within the radius of 10km.

� There is no CRZ within the radius of 10km.

� The project area does not fall in ‘HACA’ region.

� There is no interstate boundary within the radius of 10km.

� There are no Bird sanctuaries, wild life sanctuaries and National park as Act 1972, within the

radius of 10kms.

� There is no quarry within the radius of 500m.

(v) Existing Infrastructure

There is no existing infrastructure in the proposed quarry lease applied area.

(vi) Soil Classification

The area is mostly covered with Gravel formation.

(vii) Climatic data form secondary sources

Both the North East and South West monsoon occurs here and the summer are hot and winter

is cool. During April and May the temperature may shoot up to 40°C and during winter the

temperature does not fall below 25°C. The average annual rainfall is around 1000mm.

(viii) Social infrastructure available

There is no social infrastructures like Government Buildings, worship in the 1Km vicinity of

the quarry lease applied area.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

5.0 PLANNING BRIEF

(i) Planning Concept (type of industries, facilities, transportation etc.) Town and Country

Planning/Development authority Classification.

The total area of the Project is about 2.16.0Ha. The Proposed production of Gravel is about

51966m3

for a period of One year only up to a depth of 3m below the ground level. This quarrying

project is to excavate Gravel by conventional Open cast method of shallow mining is proposed.

Hydraulic excavator is proposed for quarrying Gravel. Transportation of Gravel shall be done by

tippers on roads.

The Project land is devoid of Vegetation and lies in the backward town of Madurai District.

There are no specific industries or factories in and around the project areas.

Transportation

Hired Tippers of 10/20Ts capacity will be utilized for Transportation of Gravel from the quarry

to needy sites by Tarpaulin cover to prevent spillage. During the transportation the material along the

village roads and populated areas the vehicle should not exceed the 20Km speed limit.

Population project

There are few villages located in 5km radius from the lease applied area the details are given

below.

S.

No Name of the Village

Approximate distance &

Direction from lease

applied area

Approximate

population

1. Mallakottai 3.0km (NE) 500

2. Ariyurpatti 1.5Km (NW) 550

3. Tharmsanpatti 3.0Km (SE) 400

4. Uranganpatti 3.5Km (NW) 450

(iii) Land use planning (breakup along with green belt etc.,)

Description

Area Required

during the quarrying

period (Ha)

Net area considered

for quarrying period

(Ha)

Area under Quarrying Nil 1.72.5

Afforestation Nil 0.13.5

Infrastructure Nil 0.01.0

Un-utilized area 2.16.0 0.29.0

Grand Total 2.16.0 2.16.0

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(iv) Assessment of Infrastructure Demand (Physical & Social)

The existing road facilities are already available which shall be used and maintained. Medical

facilities is available for the project sites, Government and private hospitals and other basic

infrastructure facilities like communication center, school supermarket, bus stand are also available

in Melur which is at a distance of 11km on Western side of the area. This quarry project will provide

employment for about 7 persons directly.

(v) Amenities/Facilities

The simple methods adopted and the limited scale of activities involved in Gravel quarrying

does not require High Tension Electric Power supply or huge worship facilities. The quarrying work

is restricted to one general shift during day time only. Major Machinery repair works are attended at

Madurai. Packaged drinking water will be brought from approved water vendors. All the facilities are

available in Madurai district which is at a distance about 37km on the Southwestern side of the area.

6.0 PROPOSED INFRASTRUCTURE

(i) Industrial Area (Processing area)

There is no processing area proposed within the lease applied area.

(ii) Residential area (Non processing area)

There is no habitation within the radius of 300mts.

(iii) Green Belt

After the completion of the quarrying operation, the land will be used for the agriculture and

infrastructure purpose. The applicant ensures to plant native species like neem/casurina on the

periphery of the 7.5m safety distance of the eastern side of the lease applied area. It is proposed to

plant around 60 trees. The cost estimate for afforestation is around Rs.10,000/-

(iv) Social infrastructure

This proposed Gravel quarry will fetch employment for about 7 people directly and 3 persons

indirectly.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(v) Connectivity (traffic and transportation road/ Rail/ Metro/ Water ways etc.)

Mode Description

Road

connectivity

1. There is a metal road in the North Side of the area, this road

connecting in the village road.

2. The Nearest National Highway (NH226) – Sivagangai –

Pudukkottai – 11km – Eastern side of the area.

3. The Nearest State Highway (SH34) – Melur- Sivagangai – 6km –

South western side of the area.

Railway

station &

Railway line

1. The Nearest Railway station is Nattarasankottai – 20km – South

eastern side.

2. The Nearest Railway line is Madurai- Karaikudi Railway line –

20km –South eastern side of the area.

Air port 1. The Nearest Airport is Madurai – 44km- South western side.

(vi) Drinking Water management (Source& Supply of water)

This proposed Gravel quarry project does not require huge water either for beneficiation or

processing. Drinking water for this will be brought from approved water vendors in Uranganpatti

which is about31.5Km on the Southwestern side of the area.

(vii) Sewerage System

Toilets will be constructed on semi-permanent structure and sewage will be discharged once

in One year. The sewage waste will be collected in soak pit and discharged as manure.

(viii) Industrial Waste Management

No industrial waste will be generated from the project.

(ix) Solid Waste Management

The Gravel quarrying does not produce any waste. The entire Gravel is excavated and

utilized. This waste may not produce any toxic effluent in the form of solid liquid or gas.

(x) Power Requirement & Supply / source

The proposed Gravel quarrying does not required any power supply the quarrying operation

which is proposed to operate in day time only for 7 Am to 5Pm with 1 Hour lunch interval between

1Pm to 2Pm.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN)

(i) Policy to be adopted (Central/State) in respect of the project affected persons including

home oustees, land oustees and landless laborers (a brief outline to be given)

The project area lies in Patta land, Uranganpatti Village, Melur Taluk, Madurai district. There

is no residential area within the radius of 300m; hence there is no rehabilitation and resettlement

involved in this Gravel quarrying project.

8.0 PROJECT SCHEDULE & COST ESTIMATES

(i) Likely date of start of construction and likely date of completion (Time schedule for the

project to be given)

The Gravel quarrying project is likely to get commenced after the execution of quarrying

lease. The total quantity of reserves is 51966m3 of Gravel. The life of the quarry project is One year

only.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

(ii) Estimated project cost along with analysis in terms of economic viability of the project

A. Fixed asset cost

Land cost = Rs. 4,32,000/-

Temporary rest shelter = Rs. 20,000/-

First aid room and accessories = Rs. 20,000/-

Sanitary facilities = Rs. 20,000/-

Total cost = Rs. 4,92,000/-

B. Operational cost

For Excavation = Rs. 8,66,000/-

Fencing Cost = Rs. 50,000/-

Drinking Water = Rs. 50,000/-

Sanitary Maintenance = Rs. 20,000/-

Safety kits = Rs. 20,000/-

Leveling after quarrying = Rs. 20,000/-

Total Operational Cost = Rs. 10,26,000/-

C. EMP cost

Water Sprinkling = Rs. 50,000/-

Afforestation cost = Rs. 10,000/-

Total EMP cost = Rs. 60,000/-

The project cost:

A. Fixed asset cost = Rs. 4,92,000/-

B. Operational Cost = Rs. 10,26,000/-

C. EMP cost = Rs. 60,000/-

Total Project cost (A+B+C) = Rs. 15,78,000/-

CSR Cost (2.5%) = Rs. 40,000/-

Total Cost = Rs. 16,18,000/-

• The total Project cost (A+B) and including CSR cost is about Rs. 16,18,000/- (Rupees Sixteen

lakhs and eighteen thousand only)

• The total EMP cost is around Rs. 60,000/- (Rupees Sixty thousand only)

Population Benefit

The applicant ensures to take social responsibilities like providing School Note books,

Uniforms to the Students below poverty level beside if the villages require any borehole for public

use the applicant ensure to do so. The applicant will also take part and contribute the native cultural

activities in the nearby villages. During summer seasons packaged drinking water will be kept in the

village for public and for tress passers. The applicant will involve and contribute all the socio cultural

allocation in and around the area.

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PRE FEASIBILITY REPORT FOR URANGANPATTI GRAVEL QUARRY S.AJMEER KAJA

Under EIA Notification 2006

Government Revenue

The state Government will get revenue as Royalty, sale tax, surface rent, dead rent/ VAT/

income tax etc.

9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

(i) Financial and social benefits with special emphasis on the benefit to the local people

including tribal population, if any, in the area

The Excavated Gravel is utilized for used for filling and leveling of low lying areas for Road

Project and other infrastructure development work in and around the District. Due to this project

many of the infrastructure development will be carried out in and around the district on time, nearly

7 employees directly and 5 employees indirectly get employment opportunity through this project.

The detail furnished in this mining plan is based on information provided by the state Government

and lessee. By considering the merit of the project the permission may be granted.

Place: Madurai

Date: 03.02.2018

1. Signature of the Applicant

S.Ajmeer Kaja

2. Signature of the Qualified Person

Dr.P.Thangaraju, M.Sc,.Ph.D.,

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Baseline Studies is Prepared for

Uranganpatti Gravel Quarry

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BASE LINE STUDIES The base line study is prepared for Uranganpatti Gravel Quarry project. Base line studies

provide a base data for regular Environmental Monitoring and Environmental Impact

Assessment (EIA). The baseline study is provides bench mark for carrying out environmental

Impact assessment due to the course of quarrying and mining activities. The purpose of these

studies is to evaluate the benefited and adverse effect of developing activities on the

neighborhood environment and the area where the quarrying is proposed to carry out.

Mr. S. Ajmeer Kaja applied for Gravel Quarry project lease for over an extent of

2.16.0Ha in S.F.No: 649/8 and 649/9 at Uranganpatti Village, Melur Taluk, Madurai District

and Tamilnadu.

General approach to Environment

The Environmental besides data comprise of the features present of the site area its

includes environmental features such as forest area, conservation area, water bodies, industries,

wild life and fauna place of historic and importance etc.,

The data collected to cover the following.

1. Air Environment

2. Noise Environment

3. Water Environment

Air Environment

Ambient Air quality has been assessed through a net – Work of 3 ambient air quality

stations. Standard monitoring and analysis procedures were adopted for adopted for determining

the Air quality parameters. The PM10, PM2.5, SO2, NO2 are monitored as per prescribed

guidelines/methods. The AAQ monitored data for all locations for above parameters are shown

in Table No: 1

S.

No

Test Parameters Unit Protocol Results CPCB

Standards

1 Particulate matter less than

10 micron size (PM10)

µg/m3

IS 5182 Part 23-2006 41.1 100

2 Particulate matter less than

2.5 micro size (PM2.5)

µg/m3 IS 5182 part 4-1999

(Reaff 2010)

21.3 80

3 Sulphur dioxide SO2 µg/m3

IS 5182 part 2-2001

(Reaff 2006)

4.5 80

4 Nitrogen Dioxide NO2 µg/m3 IS 5182 Part 6-2006 5.2 80

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Noise Environment:

Sound can be defined as atmospheric or air vibration perceptible to ear. Noise is usually

unwanted or undesired sound. Consequently, particular sound can be noise to one person and not

to others or noise at one time and not at other time. Hence sound loud enough to be harmful is

called noise without regard to its characteristics. Noise is a form of pollution because it can cause

hearing impairment and psychological stresses.

The noise level measurement in the core zone and nearby buffer zone area was carried

out to evaluate the future impact on noise environment due to the proposed mining operation.

Noise measurements were carried out using Lutron SL 4001 sound level meter. The result of

hourly background noise levels for all locations are given in Table No: 2

S.

No

Location Results

dB (A)

CPCB Standard

Limit

1 Project site – Centre area 41.2 70*

2 Project Site SW corner 42.4 70*

3 Project site SE Corner 42.3 70*

4 Project site NE Corner 41.6 70*

Water environment

Assessment of baseline data on water environment includes identification of water

resources, collection of water samples, Analyzing water samples collected for Physico–

Chemical parameters as per standards. 1 bore well and 2 well water samples were collected and

the water quality results are given Table No: 3

Test Protocol Results

Limits as per IS 10500 : 2012

Acceptable

Limit

Permissible limit in the

absence of alternate source

Colour IS : 3025 part : 4-1983

(Reaff : 2006)

9.1Hazen 6 15

Odour IS : 3025 part : 5-1983

(Reaff : 2006)

Agreeable Agreeable Agreeable

pH at 250C IS : 3025 part : 11-

1983 (Reaff : 2006)

6.2 7.5 – 8.5 No relaxation

Total Dissolved

solids

IS : 3025 part : 16-

1984 (Reaff : 2006)

1415mg/l 600 mg/l 2000mg/l

Aluminiumas Al IS : 3025 part 2:2004

(Reaff : 2009)

BDL (DL:0.005

mg/l)

0.04 mg/l

0.2 mg/l

Barium as Ba IS : 3025 Part 2:2004

(Reaff : 2009)

0.21 mg/l 0.7mg /l No relaxation

Boran as B IS : 3025 Part 2:2004

(Reaff : 2009)

BDL (DL: 0.1

mg/l)

0.5mg /l 1.0mg/l

Calcium as Ca IS: 3025 Part 2: 2004

(Reaff : 2009)

149.7mg/l 75mg/l 200mg/l

Chloride as Cl IS : 3025 Part 32-1988

(Reaff . 2009)

472mg/l 245mg/l 1000mg/l

Copper as Cu IS: 3025 part 2: 2004

(Reaff : 2009)

BDL (DL:0.01

mg/l)

0.05mg/l 1.5mg/l

Fluoride as F IS : 3025 Part 60: 2008 0.71mg/l 1.0mg/l 1.5mg/l

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Flora and fauna in and around the area

A detail study related to flora and fauna was carefully observed physically by

environmental engineers, Botanist and zoologist. The following table shows the flora and Fauna

available at the region.

S.No Common Name Botanical name Pictures

1. Neem Azadirachata indicsa

2. Korai Cyperus Pangorei

3. Oomathai Datura metel

4. Sappathikalli Opuntia dillenii

5. Pirandi Cissus quadrangularis

6. Karuvelam Tree Acsia nilotica

7. Palm tree Borassus falabellifer

8. Velikathan Prosopis juliflora

9. chotthukatali Aloe Vera

10. Mookuthichedi Tridax procumbens

List of Faunas

S. No Common Name Scientific name 1. Frog Rana aurora

2. Dog Canius familairis

3. Goat Capra hircus

4. Crow Corvus splenders

5. Cat Felsis catus

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Conclusion

The base line studies relents no hazardous levels of dust and noise and prevailing at the

project area. A well implemented environmental Management plan as discussed in the mining

plan will help in mitigation the adverse effects due to quarrying activities.

The movement of vehicles is very minimal. The entire vehicle used will be periodically

maintained by well experienced mechanic and kept under TNPCB standards, emission testing

will be carried out periodically and water will be sprinkled periodically to prevent dust into air.

The small quantity of non-humus rich surface soil will be removed and preserved in the

boundary barrier to facilitate the Afforestation.

Environmental care and attitude of preventing environment is inducted to the proponent

and advice to carry out and mitigate the minor impacts due to quarrying. Appropriate persons are

advice to get employed to protect the Environment and Ecology of the area.

Date : 03.02.2018

Place : Madurai

1. Signature of the applicant

S. Ajmeer Kaja

2. Signature of the Qualified Person

Dr. P. Thangaraju, M.Sc., Ph.D.,

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