pre – feasibility reportenvironmentclearance.nic.in/writereaddata/online/tor/14... · 2016. 6....

PROJECT : LIME STONE (BUILDING STONE) PRE - FEASIBILTY REPORT

APPLICANT : M/s SAMPOORNA EXPORTS (P) LIMITED

DOCUMENT NO.: EESPL/ SIPL-168/ 002/ 168-EC/ MINE/ 2014

ENKAY ENVIRO SERVICES PVT. LTD., JAIPUR AUTHORIZED SIGNATORY / PP

SEPT’ 2014 15

PRE – FEASIBILITY

REPORT





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INDEX

1.0 EXECUTIVE SUMMARY ................................................................................................. 20

1.1 SALIENT FEATURES OF THE PROJECT .................................................................... 21

1.2 PROPOSED PLANNING ................................................................................................. 23

2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION .................... 23

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ................................ 23

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT ............................................. 24

2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND OR

REGION ........................................................................................................................... 24

2.4 DEMAND - SUPPLY GAP............................................................................................... 25

2.5 IMPORTS VS. INDIGENOUS PRODUCTION ................................................................ 25

2.6 EXPORT POSSIBILITY ................................................................................................... 25

2.7 DOMESTIC/ EXPORT MARKETS .................................................................................. 25

2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT 26

3.0 PROJECT DESCRIPTION .............................................................................................. 26

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT

PROJECTS, IF ANY. ....................................................................................................... 26

3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION, AND

PROJECT BOUNDARY AND PROJECT SITE LAYOUT) WITH COORDINATES ...... 26

3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING

THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL

CONSIDERATIONS GIVEN INTO SHOULD BE HIGHLIGHTED. ................................ 27

3.4 SIZE OR MAGNITUDE OF OPERATION ....................................................................... 27

3.4.1 REGIONAL GEOLOGY .................................................................................................... 27

3.4.2 LOCAL GEOLOGY ........................................................................................................... 28

3.4.3 HYDROGEOLOGY ........................................................................................................... 29

3.4.4 MINERAL RESERVES ..................................................................................................... 29

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/

FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE

PROJECT ETC. SHOULD BE GIVEN)........................................................................... 29

3.5.1 YEAR WISE PRODUCTION DETAILS ............................................................................ 30

3.5.2 PROPOSED METHOD OF MINING ................................................................................ 30

3.5.3 EXTENT OF MECHANIZATION ....................................................................................... 31

3.5.4 CONCEPTUAL MINING PLAN ......................................................................................... 31

3.5.5 DRILLING .......................................................................................................................... 32

3.5.6 BLASTING ........................................................................................................................ 32





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3.5.6.1 Broad Blasting Parameters ........................................................................................................ 32

3.5.6.2 Explosive Used ............................................................................................................................ 32

3.5.6.3 Powder Factor ............................................................................................................................. 32

3.5.6.4 Storage of Explosive ................................................................................................................... 32

3.5.7 MINERAL TRANSPORTATION ....................................................................................... 33

3.6 RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY

SOURCE, MARKETING AREA OF FINAL PRODUCT/S, MODE OF TRANSPORT OF

RAW MATERIAL AND FINISHED PRODUCT............................................................... 33

3.7 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE

PROJECT, IF ANY, SHOULD BE BRIEFLY OUTLINED .............................................. 33

3.8 AVAILABILITY OF WATER ITS SOURCE, ENERGY / POWER REQUIREMENT AND

SOURCE SHOULD BE GIVEN ....................................................................................... 33

3.8.1 WATER ............................................................................................................................. 33

3.8.2 POWER ............................................................................................................................. 34

3.9 QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME

FOR THEIR MANAGEMENT/ DISPOSAL. .................................................................... 34

4.0 SITE ANALYSIS .............................................................................................................. 34

4.1 CONNECTIVITY .............................................................................................................. 34

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ................................................... 35

4.2.1 LANDFORM ...................................................................................................................... 35

4.2.2 LAND USE ........................................................................................................................ 35

4.2.3 LAND OWNERSHIP ......................................................................................................... 35

4.3 TOPOGRAPHY (ALONG WITH MAP) ........................................................................... 35

4.4 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. ............................................................................................................................. 35

4.5 EXISTING INFRASTRUCTURE ...................................................................................... 36

4.5.6 BASIC AMENITIES ........................................................................................................... 36

4.6 SOIL CLASSIFICATION ................................................................................................. 36

4.8 SOCIAL INFRASTRUCTURE AVAILABLE ................................................................... 37

5.0 PLANNING BRIEF .......................................................................................................... 37





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5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION

ETC.) TOWN AND COUNTRY PLANNING/ DEVELOPMENT AUTHORITY

CLASSIFICATION. .......................................................................................................... 37

5.2 POPULATION PROJECTION ......................................................................................... 38

5.2 LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.) .................. 38

5.3 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL) ........ 39

5.4 AMENITIES/ FACILITIES ................................................................................................ 39

6.0 PROPOSED INFRASTRUCTURE .................................................................................. 39

6.1 INDUSTRIAL AREA (PROCESSING AREA) ................................................................. 39

6.2 RESIDENTIAL AREA (NON PROCESSING AREA) ..................................................... 39

6.3 GREEN BELT .................................................................................................................. 40

6.4 SOCIAL INFRASTRUCTURE ......................................................................................... 40

6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL / METRO /

WATER WAYS ETC.) ..................................................................................................... 40

6.6 DRINKING WATER MANAGEMENT (SOURCE AND SUPPLY OF WATER) ............. 40

6.7 SEWERAGE SYSTEM .................................................................................................... 40

6.8 INDUSTRIAL WASTE MANAGEMENT ......................................................................... 40

6.9 SOLID WASTE MANAGEMENT .................................................................................... 40

6.10 POWER REQUIREMENT AND SUPPLY / SOURCE .................................................... 41

7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN) ........................................... 41

7.1 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) ......................................... 41

8.0 PROJECT SCHEDULE AND COST ESTIMATES ......................................................... 41

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF

COMPLETION (TIME SCHEDULE FOR THE PROJECT WILL BE GIVEN). ............... 41

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC

VIABILITY OF THE PROJECT ....................................................................................... 41

9.0 ANALYSIS OF PROPOSAL ........................................................................................... 42

9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE

BENEFITS TO THE LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN

THE AREA ....................................................................................................................... 42

10.0 BASELINE ENVIRONMENT ............................................................................................ 43

10.2 AIR ENVIRONMENT ........................................................................................................ 44

10.3 WATER ENVIRONMENT ................................................................................................. 45

10.4 NOISE ENVIRONMENT ................................................................................................... 47





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10.5 LAND ENVIRONMENT .................................................................................................... 49

10.6 BIOLOGICAL ENVIRONMENT ........................................................................................ 50

10.7 SOCIO-ECONOMIC ENVIRONMENT ............................................................................. 57

11.0 ENVIRONMENTAL MANAGEMENT PLAN ..................................................................... 71

12.0 CONCLUSION ................................................................................................................. 73

************





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1.0 EXECUTIVE SUMMARY

Lime Stone Mine (Minor Mineral M.L. No. 169/2008) of lessee Sampoorna Exports (P)

Limited, is situated near Village – Kumbhkot, Tehsil – Ramganjmandi, District - Kota,

Rajasthan in an area of 4.0 ha.

Schedule 1 (a) Category - “B” as per MoEF EIA gazette Notification 14th Septmber 2006

and its subsequent amendement and in consistant with the MoEF Notifiaction dated

09.09.2013.

The Project Proponent has obtained a letter by Mining Engineer, along with map

showing the other mining leases falling within 500m from the periphery of the mine

Enclosed as Annexure - .

Details are as given below:-

S.

No.

Lease

No.

Name of the lease

holder

Name of the

Mineral

(Minor)

Total Area

(Ha.)

Area of the

mine falling in

500m

1. 04/ 2010 Status Impex (P) Limited

Kota

Lime stone /

(Building stone)

4.5058 4.0

2. 169/2008 Sampoorna Export (P)

Limited, Kota

Lime stone /

(Building stone)

4.0 4.0

3. 94/2008 ASI Kota Ltd. Lime stone /

(Building stone)

916.611 56.51

4. 05/ 2013 Sampoorna Export (P)

Limited, Kota

Lime stone /

(Building stone)

4.0 3.48

The mining lease was sanctioned in favour of Sampoorna Exports (P) Limited. The

Mining Plan has been approved by Superintending Mining Engineer, Kota Circle,

Annexure – .





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The working will be carried out by opencast semi-mechanized method as per the

approved Mining Plan. The entire lease area is classified as Khatedari land & Sawaichak

Land (Govt. waste land). The proposed rate of production will be 1,97,819.55 TPA of

ROM (659 TPD). The estimated project cost is Rs. 2.0 Crore. The validity of lease will be

20 years (w.e.f. 05.09.2009 to 04.09.2029).

1.1 SALIENT FEATURES OF THE PROJECT

Particulars Details

Latitude (N) & Longitude (E)

Latitude (N) Longitude (E) Remark

240 37' 28.20'' 76

0 00' 02.00'' FRP/A

240 37' 35.20'' 75

0 59' 55.90'' B

240 37' 34.60'' 75

0 59' 53.10'' C

240 37' 28.50'' 75

0 59' 53.50'' D

240 37' 28.20'' 75

0 59' 50.80'' E

240 37' 25.70'' 75

0 59' 51.10'' F

240 37' 25.80'' 75

0 59' 58.40'' G

Toposheet No. 45P/14 and 45D/2.

Total Mine Lease area 4.0 ha.

Mineable Reserves 14,14,896 Tonnes

Production 1,97,819.555 TPA

Life of Mine 10 years

Estimated Project Cost Rs 2.0 Crore

Man Power 92 Persons

Elevation 332 MSL - Highest

330 MSL – Lowest

Land Use Sawaichak Land (Govt. Land): 0.4209 ha. and

Khatedari land (3.5791 ha.)

Nearest Habitation / Town Ramganjmandi ~ 7.5 km, WNW

Nearest Airport Jaipur International Airport ~ 243 km, N

Nearest Highway S. No. Name Distance (km) Direction

(From Lease Boundary)

1 RJ - SH - 9A 2.9 N

2 RJ - SH - 9B 6.87 W

3 NH - 12 5.47 E

Nearest Railway Station S. No. Name Distance (km) Direction


1 Ramganjmandi 6.31 WNW

Power Supply 4 kw through JVVNL





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Nearest Dispensary and

Govt. Hospital

S. No. Name Distance (km) Direction


1 Govt. Manglam Cement

Hospital 4.68 WNW

2 Community Health

Care Center, Morak 9.9 N

3 Kota Stone Mariam

Hospital, Suket Road,

Ramganj Mandi

1.3 W

Educational Facility S. No. Name Distance (km) Direction


1 Govt. Upper Primary

School, Kundayla 3.3 NW

2 Government Upper

Primary School,

Lakhariya

4.0 SSE

3 Government Girls

Upper Primary School

Suket

4.3 ENE

4 Government Sr. Sec.

School, Suket 4.8 ENE

5 Government Upper

Primary School Suket 4.5 ENE

6 Govt. Girls Senior

Secondary School,

Ramganj Mandi

5.94 WNW

7 New Happy School,

Ramganj Mandi 5.89 WNW

8 Govt. Senior Secondary

School, Lakhariya 4.9 SSE

9 Bright Technical PG

College, Ramganj

Mandi

5.46 W

Water Demand and Supply 10.0 KLD Water demand will be met from tanker supply.

Defense Installations None within the Study Area

Archeological Features None within the Study Area

Ecological Sensitive Zones None

Forest Name Distance (Km) Direction

Sahipur R.F. 7.5 E





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Kheemach PF 7.92 NE

Mukunndgarh wild life hills 12.9 NE

Nearest Streams/ Rivers/

Water Bodies (From Mine

Boundary)

S. No. Name Distance (km) Direction


1 Ahu River 5.95 E

Seismic Zone Zone-II, Low Damage Risk Zone as per BMTPC, Vulnerability Atlas Seismic

Zone of India IS: 1893-2002.

1.2 PROPOSED PLANNING

Mining Method: Semi-Mechanized Opencast Mine

Project Cost : Rs. 2.0 Crore

Production : 1,97,819 TPA of ROM

Table 1.2: Land Use of lease area

S. No. Land use Category Pre-operational

(Ha.)

Land-use after

5th

year (Ha.)

End of the life of mine

1 Pits -- 2.9328 3.7905*

2 Dump area -- -- --

3 Roads -- -- --

4 Infrastructure -- -- --

5 Mineral storage -- -- --

6 Top soil storage -- -- -

7 Plantation -- 0.2095 0.2095

8 Un-worked 4.0 0.8577 --

Total 4.0 4.0 4.0

*out of which 2.9209 ha. area will be backfilled and partially planted remaining area of 0.8696 ha. will be used as rain water storage.

2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

The mining lease was sanctioned in favour of M/s Sampoorna Exports (P) Limited. The

Mining Plan has been approved by Superintending Mining Engineer, Kota, vide letter no.

SME/ Kota/MP12-13/152 dated 27.02.2013 under RMMCR-1986.

The lease area is situated at village – Kumbhkot; Tehsil – Ramganjmandi, District- Kota,

Rajasthan in an area of 4.0 ha. The validity of the lease period is for 20 years. The lease

area is mix of Sawaichak land (Govt. Waste Land) and Khatedari Land. The targeted

production of mine will be 1,97,819.555 TPA of ROM with the estimated project cost as

2.0 crore. Life of the mine will be around 10 years.





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The Project Proponent is a private company and engaged in mining. The main objective

to be pursued by the applicant is to carry the business of prospecting, exploring,

operating and working on mines. The main market for mineral is nationwide and will be

utilized as buildings stones.

Name and address of the Applicant M/s Sampoorna Exports (P) Limited

Bazar No. 1

Tehsil: Ramganjmandi;

District: Kota (Rajasthan)

Pin-code: 326-519

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT

It has been proposed to excavate approximately 659 TPD (1,97,819 TPA of ROM) of

mineral by open cast semi-mechanized method. The lease area is 4.0 ha. Total minable

reserve available is 14,14,896.75 MT. The expected life of mine is 10 years. Total waste

generated during the plan period of the mine will be 9,07,049 m3.. The mineral will be

transported through trucks/ tippers.

At the conceptual stage, the total excavated area will be 3.7905 ha. Water requirement

will be 10.0 KLD for the project and will be met by water tanker supply. The ultimate pit

limit will be 270 MSL at conceptual stage. The water table is at 120 m below the general

ground level at 210 MSL (ground water fluctuates between 210 MSL in Pre-monsoon

and 213 MSL in Post – monsoon season). Thus, ground water table will not be

intersecting during working till life of mine.

2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND

OR REGION

Being a construction material, the mineral will be used in indigenous market. The

excavated mineral will be dressed and polished as finished good made ready for use.

The mining and associated activities in the mineral bearing areas will bring about gains

in gross domestic product, i.e. there is though a minor contribution by the project but will

add to the gains in G.D.P. (Gross Domestic Product). Sales in India have increased on

an over the past ten years, exceeding both regional and global averages. A rapidly

advancing economy and rising standards of living have helped increase overseas

investment in India, stimulating large amounts of industrialization and infrastructure-

related construction activity. However, Indian product demand (relative to construction

spending and on a per capita basis) is substantially below regional and world averages.

The mining project will provide employment to local people. Applicant will pay royalty for





SEPT’ 2014 25

the mineral produced from the mine, direct and indirect taxes will be paid thereby

contributing to the regional revenue. The public revenue so generated will further be put

for use in infrastructural development and other sectors like health, education and social

welfare. The applicant will spend 1% of profit for the development of the area i.e.

medical facilities, schools, temples and other social work.

2.4 DEMAND - SUPPLY GAP

Lime stone (building stone) is splittable used in construction activities as raw material. It

is available in the eastern part of the State near Kota and Jhalawar district. Most of the

lessees are from rural areas. Rajasthan in India is the largest producer of building stones

endowed with vast resources. The anticipated annual growth in consumption would be

around 15%. The entry in the target market is easy and there is a narrow gap in the

supply and demand, which is growing.

2.5 IMPORTS VS. INDIGENOUS PRODUCTION

The most commonly used product type is lime stone (building stone), is used for making

titles , Pattis, for flooring, table tops, cladding of walls and roof top coverings.. Limestone

(building stone) demand in India is expected to rise. Ongoing industrialization and

government plans to expand and upgrade the country's physical infrastructure will fuel

market growth.

2.6 EXPORT POSSIBILITY

Lime stone (building stone) production from the mine will cater to the needs of well

established domestic markets. There is a potential of the mineral for exporting after

meeting the indigenous requirements.

2.7 DOMESTIC/ EXPORT MARKETS

Domestic demand is one of the main reasons for the rapid growth of lime-stone (building

stone) business in India. Thus, domestic market for the stone as building stone is well

established.

The market scope for stone is found to be encouraging in local market with the

increased demand from construction fields





SEPT’ 2014 26

2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE

PROJECT

The proposed project generates employment for around 92 people. Priority for

employment will be given to local persons. Following staff & workers are proposed to be

employed:-

Table 2.8: Provisional Number of Proposed Staff and Workers

S. No. Particulars Proposed

1. Managerial staff 05

2. Operating staff 42

3. Unskilled workers 25

4. Semi-skilled worker 10

5. Skilled 12

6. Total 92

3.0 PROJECT DESCRIPTION

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT

PROJECTS, IF ANY.

This will be a semi mechanized open cast limestone mining project. Mineral will be used

/ consumed as building stone.

3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION,

AND PROJECT BOUNDARY AND PROJECT SITE LAYOUT) WITH

COORDINATES

The proposed Mine site is located at Khasara Nos. 41, 42, 43, 44, 45, 46, 47, 48, 63;

Village – Kumbhkot, Tehsil – Ramganjmandi, District – Kota, Rajasthan in an area of

4.0 hectare.

The geographical location with respect to boundary pillars of the proposed project are:-

Table 3.2: Geographical Position of the Boundary Pillars

Latitude (N) Longitude (E) Remark

240 37' 28.20'' 76

0 00' 02.00'' FRP/A

240 37' 35.20'' 75

0 59' 55.90'' B

240 37' 34.60'' 75

0 59' 53.10'' C

240 37' 28.50'' 75

0 59' 53.50'' D

240 37' 28.20'' 75

0 59' 50.80'' E

240 37' 25.70'' 75

0 59' 51.10'' F

240 37' 25.80'' 75

0 59' 58.40'' G

The map showing location of the lease area is enclosed as Annexure –.





SEPT’ 2014 27

3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF

SELECTING THE PROPOSED SITE, PARTICULARLY THE

ENVIRONMENTAL CONSIDERATIONS GIVEN INTO SHOULD BE

HIGHLIGHTED.

No alternate site was considered as mining project is a mineral specific activity.

3.4 SIZE OR MAGNITUDE OF OPERATION

Salient features of the project are as follows:-

Table 3.4: Size or Magnitude


1. Lease Area 4.0 hectare

2. Mineable Reserves -Lime Stone (building stone) 14,14,896.75 tonnes

3. Production 659 TPD

4. Mine Waste 1675 TPD

5. Life of Mine 10

6. Period of the Lease 20 yrs.

7. Total Man Power (Nos.) 92

3.4.1 REGIONAL GEOLOGY

Most of the part of Kota district is occupied by rocks of Vindhyan Super Group which

forms the part of Great-Vindhyan basin, extending from Rohtas in Bihar to the

Chittorgarh area of Rajasthan. On the basis of different rock units the Vindhyan of the

area have been divided in to Semri, Kaimur, Rewa, and Bhander groups comprising

sandstones, shales and limestone. The Semri Group is separated from Kaimur by

conglomerate horizon which marks the break in sedimentation before the deposition of

Kaimur Group. The lime stone of Sirbu-Shale horizon; at places show the evidence of

algal life in the form of arch shaped structures known as Stomatolites. Occurrence of

Sandstone at different Stereographic horizons indicates fluctuation of the sea level due

to transgression and regression of the sea several times during the Vindhyan period.

The general Stratigraphic succession of rock types exposed in Kotah district is as under:

Geologically the district comprises rocks belonging to Vindhyan Super Group. The

generalized and modified litho stratigraphic sequence is as under:

Table 3.4.1: Regional Geology

Vindhyan Super

Group

Bhander Group Sandstone, Limestone & Shales

Rewa Group Shales & Sandstone

Delhi Super Group Kaimur Group Sandstone

Semri Group Sandstone Shale and Limestone





SEPT’ 2014 28

The rocks of the area belong to Vindhyan Super Group

3.4.2 LOCAL GEOLOGY

The rock formations occurring within mining lease area comprise of Semari Group

(Lower Vindhyan). Reconnaissance of Geological aspect was done in the area and

following geological sequence has been established.

Recent Soil

sub soil

Lower Vindhyan Limestone (upper layer & lower layer)

The limestone which is belonging to Suket Shale of Lower Vindhyan, occur near village

Suket, Ramganjmandi, Chechat & Morak area in tehsil- Ramganjmandi, District- Kota.

Figure 1: Geological Map(Source: GSI)

The surface geological plan of the lease area is enclosed as Annexure – .





SEPT’ 2014 29

3.4.3 HYDROGEOLOGY

The study area falls in Khairabad block of Kota district, which is under safe category

according to CGWB Publication “Dynamic Ground Water Resources of India – 2009”.

Rainfall plays a major role in groundwater availability of semi-arid region as it is the

major source available for groundwater recharge. The area is largely occupied by quartz

mica schist, phyllite along with granite & pegmatite intrusives as main aquifers.

Movement of groundwater in these hard rocks is controlled by size, continuity and

interconnectivity of weathered and fractured parts and due to other secondary porosities.

Groundwater occurs mainly under unconfined condition to semi-confined in saturated

zone of rock formation.

The water level in the study area varies from 210 MSL to 213 MSL as per

hydrogeological investigation. Seasonal fluctuation in the area is around -2 to 2 m as per

CGWA district groundwater brochure. (Source: CGWB Report)

3.4.4 MINERAL RESERVES

The mineral is already being worked in neighboring mine adjacent to the proposed

mining area under the supervision and control of the sister concern. The mineral is

exposed and similar in nature as per the investigations. The mineral reserves have been

estimated by plan area method. Based on the experience and the estimated reserves

have been classified in to proved, probable & possible reserves. The quantity of

reserves is arrived as per the details below:-

Table 3.4.4: Reserve Estimation according to UNFC Classification

S. No. Total Mineral Resources Code Reserves (Tonnes)

A. Mineral Reserves

1. Total Mineral (geological reserves) 111 16,62,000

2. Statutory Barrier 121 87,052.65

3. Reserve slope 211 1,60,050.6

4. Total mineable reserve in tonnes 111 16,62,000 – (87,052.65 –

1,60,050.6) = 14,14,896.75

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC

DIAGRAM/ FLOW CHART SHOWING THE PROJECT LAYOUT,

COMPONENTS OF THE PROJECT ETC. SHOULD BE GIVEN).

The proposed mining operations will be carried out by open cast semi-mechanized

method. The process flow diagram given below depicts the mining process:-





3.5.1 YEAR WISE PRODUCTION DETAILS

The details of year wise production for the first five years are given below:-

Table 3.5.1: Year wise production for the Five Years Period

Year Total ROM

in Tonne

85% lime Stone

(Tonne)

Waste 15

% m3

Soil M3 OB m3 Total OB

m3

1st year Nil Nil Nil 8,490 1,75,538 1,84,028

2nd

year Nil Nil Nil 0 43,610 43,610

3rd

year Nil Nil Nil 4,245 2,13,670 2,17,915

4th year 1,97,819.55 1,68,146.61 10,712 4,140 2,18,114 2,32,966

5th year 1,96,032.9 1,66,627.96 10,615 6,870 2,11,045 2,65,537

Total 393852.45 334774.57 21,327 23,745 8,61,977 9,07,049

The map showing working / composite plan is enclosed as Annexure –.

3.5.2 PROPOSED METHOD OF MINING

Mine will be developed by semi mechanized opencast mining method which includes

drilling, blasting, loading, transport and dispatch.

3.5.2.1 Open Cast Mining

The mining will be done by open cast semi-mechanized method of mining. The bench

height will be maintained at 7.0 m and width will not be less than the height. The face

slope will be 85°, whereas ultimate pit slope is proposed at 45°.

The drilling will be carried out by 110 mm rotary drill / Jack hammer pneumatically

operated. Waste /O.B will be loaded by excavators/loaders The mineral will be

transported through tipper/ tractor trolleys/ trucks

Removal of Top Soil/ Overburden

Excavation

Loading & Transportation

Stacking at Designated Areas

Dispatch





SEPT’ 2014 31

3.5.2.2 Salient Features of Mining Method

The proposed mining operations will be carried out by open cast semi-mechanized

method. The salient features of proposed mining method are:-

� The height and width of the bench will be maintained at 7.0 m.

� Face slope will be maintained 85°.

� Ultimate pit slope is proposed 45°

� Drilling will be done by Jack Hammer/110 mm drills.

3.5.3 EXTENT OF MECHANIZATION

The details of equipments proposed to be used in mining operation are listed below:-

Table 3.5.3: List of Machineries

3.5.4 CONCEPTUAL MINING PLAN

The applied area is having mineral throughout the lease area. The mineable reserves as

estimated are 14,14,896 MT. The annual production projected is estimated 1,97,819.555

TPA of ROM. Life of the mine therefore is around 10 years. Ultimate pit level will be 270

MSL.

3.5.4.1 Land Use Pattern

The land use for mining and allied purposes is given below:-


(Ha.)

Land-use after

5th

year (Ha.)

End of the life of

mine

1 Pits -- 2.9328 3.7905*


3 Roads -- -- --




7 Plantation -- 0.2095 0.2095

8 Un-worked 4.0 0.8577 --

Total 4.0 4.0 4.0

*out of which 2.9209 ha., area will be backfilled and planted remaining area of 0.8696 ha., will be used as rain water storage. The conceptual plan is enclosed as Annexure – .

S. No. Machine Type Capacity Nos.

1. Jhiri machine 30 hp 25

2. Transformer 210 kVA 1

3. Excavator 2.65 m3 range 1

4. Pneumatic drill 110 mm 1

5. Water tanker trolley mounted 10,000 liter 1

6. Dumper 35 tonne 4

7. Air compressor 450 cfm 1

8. Trucks 13 tonne 2





SEPT’ 2014 32

3.5.5 DRILLING

The hard strata (overburden) will be fragmented for ease in handling by drilling and

blasting as and when required. The material will be handled by loading equipments.

Mineral will be loaded manually into the trucks and sent to the stock yards / destination.

3.5.6 BLASTING

The blasting is needed to excavate the over burden. The controlled blasting is proposed

by adopting all the safety measures as per “M.M.R.1961” and with the permission of

DGMS.

3.5.6.1 Broad Blasting Parameters

Table 3.5.6.1: Broad Blasting Parameters

Deep Hole Blasting

Hole depth : 7m Effective Length

Burden : 3.5 m

Spacing : 4.0 m

Hole Diameter : 110 mm

volume 98 m3

Tonnage Yield (T) 98 x 2.7 = 264.6 Tonne

3.5.6.2 Explosive Used

Blasting will be done by ANFO along with booster and Slurry explosive viz. power

gel, Acquadyne, Superdyne etc.

3.5.6.3 Powder Factor

Charge per hole is 0.125 kg of booster, 6.0 kg/m of explosive and one detonator.

Table 3.5.6.3: Broad Blasting Parameters

S.No. Particulars Details

i Amount of charge per hole 17.5 kg

Booster – slurry explosive 3.5 kg

Column charge – ANFO (80%) 14 kg

ii Yield per hole 264.6 ton

iii expected powder factor yield / hole / charge / hole

= 15.12 / tone of explosive

3.5.6.4 Storage of Explosive

The explosive will be procured from authorized license supplier through their duly

licensed explosive vans.





SEPT’ 2014 33

3.5.7 MINERAL TRANSPORTATION

Mineral will be transported by trucks. However, 35 ton capacity dumper will be used

for OB / waste transportation.

Particulars Production

(TPD)

Vehicles Required

(Trips / day)

Mineral 659 33

Waste 1675 48

3.6 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 production of lime stone (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. Tippers/ trucks will be used for

transportation to the end users.

3.7 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE

PROJECT, IF ANY, SHOULD BE BRIEFLY OUTLINED

Mineral will be utilized and sent for use to different end users. The OB/ waste will be

used for the maintenance of roads and backfilling.

Rainwater harvesting will be done using excavated pit void. Water conservation will

thereby reduce exploitation of groundwater.

3.8 AVAILABILITY OF WATER ITS SOURCE, ENERGY / POWER REQUIREMENT

AND SOURCE SHOULD BE GIVEN

3.8.1 WATER

The total water requirement for the proposed will be 10.0 KLD. The detailed breakup of

the same is given below:-

Table 3.8.1: Water Demand


1. Domestic 3

2. Dust Suppression

7 3. Plantation

Total 10.0





SEPT’ 2014 34

The drinking water demand will be met from tanker supply from company’s boreholes

and for plantation and dust suppression from sump / stored water in the old pit

Annexure –.

3.8.2 POWER

The total power requirement will be 4.0 kW which will be provided by Jaipur Vidhyut

Vitran Nigam Limited.

3.9 QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND

SCHEME FOR THEIR MANAGEMENT/ DISPOSAL.

About 9,07,049 m3 will be generated at the end of five years period. This waste will be

utilized in backfilling of the min pit. This waste will be used in maintenance of approach

roads from time to time.

The details as tabulated below:-

Table 3.9 - Waste Generation (Liquid and Solid)

Activity Quantity of waste Proposed Treatment /

Disposal

Mine Waste (TPD) 1675 backfilling

Municipal Solid

Waste

No. of mine workers 92

Municipality

sites

Total Waste Generation @ 0.15

kg/day approx

15

Biodegradable Waste (kg /day) 11

Non-biodegradable waste (kg /day) 4

Domestic

Wastewater

Wastewater Generation (KLD) 2.0 Septic tank followed

by soak pit

4.0 SITE ANALYSIS

4.1 CONNECTIVITY

Table 4.1 – Connectivity

Name Distance (Km) Direction

Ramganjmandi RS 6.31 WNW

SH - 9B 2.9 N

SH - 9A 6.87 W

NH - 12 5.47 E





SEPT’ 2014 35

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP

4.2.1 LANDFORM

The mining lease area comprises flat terrain with highest and lowest elevation 332 MSL

and 330 MSL. There is no water body or nallah within the lease area. However, the

drainage of the lease area is towards east.

4.2.2 LAND USE

The land use pattern is given in point no. 1.2.

4.2.3 LAND OWNERSHIP

The land as per revenue records is Sawaichak Land i.e. Govt. Waste Land (0.4209 ha.)

and Kharedari land (3.5791 ha.), the total lease are is 4.0 ha.. The map showing land

use of the lease area (Surface Plan) is enclosed as Annexure – .

4.3 TOPOGRAPHY (ALONG WITH MAP)

Topographically, the applied area comprises of flat land having gently sloping towards

east. The highest elevation of the lease area is 332 MSL.

4.4 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.

Table 4.4: Land Use Pattern


(Ha.)

Land-use

after 5th

year

(Ha.)

End of the

life of mine

1 Pits -- 2.9328 3.7905*


3 Roads -- -- --







SEPT’ 2014 36


7 Plantation -- 0.2095 0.2095

8 Un-worked 4.0 0.8577 --

Total 4.0 4.0 4.0

4.5 EXISTING INFRASTRUCTURE

The same has been given in point no. 3.8 and 4.0.

4.5.6 BASIC AMENITIES

The details of basic amenities like schools, hospitals and community center located

nearby the mine site are mention below:-

Table 4.5.6: Basic Amenities

Name Distance (km) Direction


Govt. Upper Primary School, Kundayla 3.3 NW

Government Upper Primary School, Lakhariya 4.0 SSE

Government Girls Upper Primary School Suket 4.3 ENE

Government Sr. Sec. School, Suket 4.8 ENE

Government Upper Primary School Suket 4.5 ENE

Govt. Girls Senior Secondary School, Ramganj Mandi 5.94 WNW

New Happy School, Ramganj Mandi 5.89 WNW

Govt. Senior Secondary School, Lakhariya 4.9 SSE

Bright Technical PG College, Ramganj Mandi 5.46 W

(Source: All distances are taken with respect to Google Earth)

4.6 SOIL CLASSIFICATION

According to the soil taxonomical classification, there are six categories of classification

i.e. i. Order (the broadest category) ii. Suborder, iii. Great group, iv. Subgroup, v. Family

and vi. Series (the most specific category). The soil of the Rajasthan state have been

grouped under five orders, namely, Aridosols, Alfisols, Entisols, Inceptisols and

Vertisols. Soils have further been subdivided at suborder and great group levels under

these five orders as shown below.

Table 4.6: Classification of Soils found in Rajasthan

S. No. Order Suborder Great group Occurrence

1. Aridisols Orthids a. Camborthids Parts of Jalore, Churu, Jodhpur, Pali, Barmer, Sikar and Jhunjhunu districts.

b. Calciorthids Parts of Jalore, Jodhpur, Pali, Barmer, Nagaur, Sikar, Churu, Sriganganagar and Jhunjhunu districts.





SEPT’ 2014 37

c. Salorthids Found scattered in Ghaggar floodplain in Sriganganagar; Near sambhar, Pachpadra, Deedwana lakes, little Rann of Kutch area in Jalore and in Barmer districts

d. Paleorthids Scattered and cover a small area in Jaisalmer, Barmer and Nagaur districts.

2. Alfisols Ustalfs a. Haplustalfs Eastern and south-eastern part of Rajasthan in Udaipur, Chittorgarh, Bhilwara, Ajmer and Jaipur districts.

3. Entisols Psamments a. Torripsamments Cover upto 80% of the area at many places in western Rajasthan. Also cover a part of Jaipur, Alwar and Ajmer districts.

b. Quartzipsamments Small part of Jaisalmer and barmer districts.

Fluvents c. Torrifluvents Occur in Ghaggar floodplain area of Sriganganagar district.

d. Ustifluvents Occur on the north-eastern and eastern portion of Rajasthan covering parts of Alwar and almost whole of Bharatpur districts.

4. Inceptisols Ochrepts a. Ustochrepts Occur along the foothill slopes and cover extensive areas in Bhilwara, Udaipur, north-eastern Sawaimadhopur and in parts of Sirohi, Pali, Jaipur and Chittorgarh districts.

5. Vertisols Usterts a. Chrom usterts Parts of Bundi, Kota & Jhalawar districts in south-eastern part of Rajasthan and to a lesser extent in Chittorgarh, Dungarpur, Banswara & Bharatpur districts.

b. Pellusterts Cover a large are of Bundi, Kota, Jhalawar, Chittorgarh, Dungarpur, Banaswara and Bharatpur districts.

4.8 SOCIAL INFRASTRUCTURE AVAILABLE

The well established social infrastructure like hospitals, educational facilities, temple,

community centre, roads, bridges, telecommunication and others similar are available/

existing within 15 km radius which is tabulated in point no. III of Form – 1.

5.0 PLANNING BRIEF

5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES,

TRANSPORTATION ETC.) TOWN AND COUNTRY PLANNING/

DEVELOPMENT AUTHORITY CLASSIFICATION.

It is a mining industry in which open cast semi-mechanized method will be practiced.

The proposed mine will produce with the capacity of 1,97,819.55 TPA of ROM. It will be

used as building material. Mineral will be transported by trucks/ tippers to final

consumers.





SEPT’ 2014 38

POPULATION PROJECTION

The detail demographic profile of villages located in the study area is given in point no.

4.7.7.

5.2 LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.)

As per year wise afforestation programme, plantation is proposed. The main aim of the

green belt development is to improve the ecosystem to a maximum possible extent by

designing the green cover with the same native species. The year wise plantation

programme in five years is given below:-

Table 5.2:- Green Belt Development Programme (Inside the lease area)

The map showing greenbelt plan of the lease area is enclosed as Annexure – .

Table 5.2 i: Suggested Tree Species

TREE

S. No Species name Binomial name

1 Mahua Madhuca indica

2 Peepal Ficus religiosa

3 Sal Shorea robusta

4 Shesham Delbergia sissoo

5 Gulmohar Delonix regiosa

6 Siris Albizzia lebbek

7 Palas Butea monosperma

8 Satani Alstonia scholaris

9 Neem Azadirachta indica

10 Ashoka Ployalthia longifolia

11 Mahaneem Melia azadirachta

12 Khajoor Phoenix dactylifera

13 Kadam Anthosephalus cadamba

14 Bottle Brush Callistemon citrinus

15 Shoe babool Luceana leucopholea

16 Vilayati kikar Acacia farmesiana

Year Un-worked Area Waste Dump

(Outside)

Inside Dump

(Reclaimed Area)

Top Soil

Dumps

Total

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No. of

Trees

I 0.0419 42 -- -- -- -- -- -- 0.0419 42

II 0.0419 42 -- -- -- -- -- -- 0.0419 42

III 0.0419 42 -- -- -- -- -- -- 0.0419 42

IV 0.0419 42 -- -- -- -- -- -- 0.0419 42

Vth year 0.0419 42 -- -- -- -- -- -- 0.0419 42

VIth yr. end -- -- -- -- 1.1105 1110 -- -- 1.1105 1110

Total 0.2095 210 -- -- 1.1105 1110 -- -- 1.32 1320





SEPT’ 2014 39

Table 5.2 ii. Suggested Shrub / Herb Species

S. No Species name Binomial name

1 Munja grass Saccharum munja

2 Vilayati Babool Prosopis juliflora

3 Kans grass Saccharum spontaneum

4 Arandi Ricinus cummunis

5 Kaner Nerium Indicum

6 Peeli Kaner Thevetia peruviana

7 "Red (Yellow, Wild) Sage" Lantana camara

8 Buffel Grass Cenchrus ciliaris

9 Sarphonka Tephrosia hamiltonii

10 Makara or crowfoot grass Dactyloctenium aegyptium

11 Bui Aerva tomentosa

5.3 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL)

On the basis of the preliminary 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.

5.4 AMENITIES/ FACILITIES

Following facilities are provided for the smooth working of the mine:-

Table 5.4: Facilities provided to workers

S. No. Activities Capital Cost

*Rs In thousands

Recurring Cost

*Rs In thousands

1. Shelter 25.0 5.0

2. Health Facility 40.0 20.0

3. Drinking Water 10.0 10.0

4. Sanitation Facilities 25.0 10.0

5. Education 25.0 15.0

Total 125.0 60.0

6.0 PROPOSED INFRASTRUCTURE

6.1 INDUSTRIAL AREA (PROCESSING AREA)

The area is very well connected by road network to the mine, district headquarter etc.

The area is self sufficient to cater the needs of the project. Hence, no infrastructure is

proposed.

6.2 RESIDENTIAL AREA (NON PROCESSING AREA)

As the local person will be given employment, no residential area/ housing is proposed.





6.3 GREEN BELT

The same has been given in point 5.2.

6.4 SOCIAL INFRASTRUCTURE

Local population will be employed by the project proponent in the Mine. Further, indirect

means of earnings have been created in the area of contractual jobs, vehicle driving,

shops, construction etc. Therefore this project brought a positive impact on the adjoining

society. The proponent will spend 1% of profit for the development of the area i.e.

medical facilities, schools, temples and other social work. There is well developed social

infrastructure in the area detail has been tabulated in section – III of Form – 1.

6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL / METRO /

WATER WAYS ETC.)

Given in point no. 4.0

6.6 DRINKING WATER MANAGEMENT (SOURCE AND SUPPLY OF WATER)

The drinking and other water demand will be sourced by the tanker supply.

The water demand is given below:-

6.7 SEWERAGE SYSTEM

Toilet facilities will be provided. The generated sewage will be channelized to septic tank

followed by soak pit.

6.8 INDUSTRIAL WASTE MANAGEMENT

There will be no industrial waste generation due to proposed project.

6.9 SOLID WASTE MANAGEMENT

The same has been given in point no. 3.9.

Daily Water Demand – 10.0 KLD

Domestic – 3.0 KLD Mining – 7.0 KLD

(Dust Suppression + Plantation)

Septic Tank followed by soak pit

2.0 KLD

Consumption – 1.0 KLD





SEPT’ 2014 41

6.10 POWER REQUIREMENT AND SUPPLY / SOURCE

The total power requirement for the proposed will be 4.0 kW. This is being provided by

Jaipur Vidhyut Vitran Nigam Limited.

7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN)

7.1 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)

There is no habitation in the lease area, therefore rehabilitation & resettlement plan is

not required/ applicable.

8.0 PROJECT SCHEDULE AND COST ESTIMATES

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF

COMPLETION (TIME SCHEDULE FOR THE PROJECT WILL BE GIVEN).

The project will commence once Environmental Clearance and other necessary

approvals will be obtained from the concern departments.

Table 8.1: Expected Time Schedule for the Project

S.

No.

Particulars Time Schedule

(in month)*

Remark If any

1st

2nd

3rd

4th

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

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF

ECONOMIC VIABILITY OF THE PROJECT

The proposed project cost will be Rs. 2.0 crore.

Table 8.2 i: Estimated Project Cost and Economic Viability

S. No. Particulars Details

1. Estimated Project Cost (Fixed cost) 2.0 Cr. (including operational cost)

2. Operation cost Rs. 5 – 10 / sq.feet

3. Market cost Rs. 15 – 30 / sq.feet





SEPT’ 2014 42

Expenditure Proposed for Environmental protection activities:-

It is proposed to invest an amount of Rs. 1.0 Lac per annum towards environmental

action plan and the details of the same are given below:-

Table 8.2 ii: Expenditure Proposed for Environmental Protection Activities

S. No. Description of Item Recurring Cost (Rs)

1 Air Pollution Control - Water Sprinkling 20,000

2 Water Pollution Control 10,000

3 Environmental Monitoring and Management 50,000

4 Green Belt Development 20,000

Total 1,00,000/-

9.0 ANALYSIS OF PROPOSAL

9.1 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 project is the availability of stone. The

underlying benefits through the proposed are:-

Table 9.1 i: Financial & Social Benefits

S. No. Activities

1. It aims to provide additional employment to the local population of the proposed study area.

Direct employment to locals: 92 Approx.

Indirect Employment to locals : 30 Approx.

2. The PP proposes to construct toilets and Rain Water Harvesting structures in the

Government schools of nearby villages

3. Health Camps will be organized for the local people.

The appropriate amount of CSR is proposed to be Rs. 2.0 lacs capital cost and Rs.10,000/- as

recurring cost till the life of the mine.

As a Corporate Social Responsibility, following activities along with budget provision are

proposed for improving the conditions in and around the project area.

Table 9.1 ii: Corporate Social Responsibility

S. No. Activity Capital Cost

(in Rs.)

Recurring Cost

(In Rs.)

1. Health Check Up Camps 25,000 2,500

2. Assistance to Local Schools, Scholarships to Students 60,000 3,000

3. Sanitations and Drinking Water Facilities 25,000 2,500





SEPT’ 2014 43

4. Vocational Training to Persons for Income Generation 30,000 1,000

5. Women Empowerment & Development Programme 60,000 1,000

Total 2,00,000 10,000

Table 9.1 iii: Action Plan

S.

No.

Action Plan Expenditure Cost (in Rs.) Recurring

Cost (in Rs.) Year I Year II Year III Year IV Year V

1. Health Check up camps 20,000 5,000 5,000 5,000 5,000 2,500

2. Assistance to local

schools, scholarships to

students

30,000 5,000 5,000 5,000 5,000 3,000

3. Sanitations and

drinking water facilities

20,000 5,000 5,000 5,000 5,000 2,500

4. Vocational training to

persons for income

generation

5,000 5,000 5,000 5,000 5,000 1,000

5. Women Empowerment

& Development

Programme

25,000 5,000 5,000 5,000 5,000 1,000

Total 1,00,000 25,000 25,000 25,000 25,000 10,000

Total 2,00,000

10.0 BASELINE ENVIRONMENT

The baseline environment quality represents the background environmental scenario of

various environmental components such as air, noise, land, ecological and socio-

economic status of the study area. Details of the sampling locations are given below:

Table 10.0 : Monitoring Locations

S.

No.

Location Latitude

Longitude

Distance –

(km)

Direction Core /

Buffer

Zone

Environmental

Components

From Lease Boundary

1 ML No. 05/

2013

24037’43.32”

75059’42.15”

-- -- Core Zone Air (A),

Water (GW),

Noise (N),

Soil (S)

2 Vill.

Satalkhei

24039’05.65”

75000’02.46”

1.7 NNE Buffer

Zone

3 Vill. Narli 24037’38.00”

75000’32.46”

1.6 SE Buffer

Zone

4 Vill.

Amerpura

24037’50.07”

75058’15.24”

2.2 WSW Buffer

Zone

5 Vill.

Kumbhkot

24037’00.03”

75000’08.99”

2.6 SSE Buffer

Zone





SEPT’ 2014 44

10.1 Climate

Kota has a semi arid climate with high temperatures throughout the year. Summers are

long, hot and dry, starting in late March and lasting till the end of June. The monsoon

season follows with comparatively lower temperatures, but higher humidity and frequent,

torrential downpours. The monsoons subside in October and temperatures rise again.

The brief, mild winter starts in late November and lasts until the last week of February.

Temperatures hover between 26.7 °C (max) to 12 °C (min).The average annual rainfall

in the Kota district is 660.6 mm. Most of the rainfall can be attributed to the southwest

monsoon which has its beginning around the last week of June and may last till mid-

September. Pre-monsoon showers begin towards the middle of June with post-monsoon

rains occasionally occurring in October. The winter is largely dry, although some rainfall

does occur as a result of the Western Disturbance passing over the region.

10.2 AIR ENVIRONMENT

The prime objective of the baseline air monitoring was to evaluate the existing air quality

of the area. This will also be useful for assessing the conformity to standards of the

ambient air quality during the operation of the proposed mine.

Field monitoring studies for 24 hourly frequencies was carried out to evaluate the base

line status of the project site.

Wind Rose Pattern





SEPT’ 2014 45

One day monitoring of environmental attributes was carried out. The monitored values

was used as a baseline data to identify, evaluate and predict the impacts due to

proposed mining activities in the surrounding areas for preparing the Environmental

Management Plan accordingly for the proposed activity.

Table 10.2 i: Ambient Air monitoring Instruments

Instrument Make Model

No.

Instrument

Identification No.

Range and Sensitivity

Respirable Dust

Sampler (RDS)

M/s

Envirotech

Instruments

Pvt. Ltd

APM-

450BL

SAL/RDS/01 0.40 – 1.5

m3/min

±0.02m3/min

(PM10)

0 – 3 LPM

± 0.2

LPM(gases)

Fine Particulate

Sampler (FPS)

APM

550

DTC-205 ±0.03 DGM m3

(PM2.5)

Table 10.2 ii: Testing Method to be followed for Ambient Air Quality

Particular Testing Method to be Followed

Ambient Air Monitoring Parameter

A PM10 IS-5182 (part – 23) 2006

B PM2.5 RTI (Research Triangle Institute) (Gravimetric Ana Revision-07 Aug14-

2003)

C SO2 (Sulfur Dioxide) IS 5182 (Part – II) 2001, with Improved West & Gaeke Method

D NO2 ( Oxides of

Nitrogen)

Modified Jacobs – Hochheiser Method / Arsenite Method (IS 5182 Part 6)

2011

E Carbon Monoxide NDIR Spectroscopy method

Table 10.2 iii: Ambient Air Quality Status

S. No. Parameters Units NAAQS 2009 A1 A2 A3 A4 A5

1. PM10 µg/m3 100 76.3 42.5 43.5 46.7 40.8

2. PM2.5 µg/m3 60 42.8 23.1 21.6 24.5 21.3

3. SO2 µg/m3 80 8.9 5.2 5.0 5.3 5.1

4. NO2 µg/m3 80 36.7 16.5 14.3 15.9 14.9

5. CO µg/m3 2000 892 423 512 431 436

Ambient air monitoring results were found within the standards (NAAQS).

10.3 WATER ENVIRONMENT

The purpose of this study is to:-

� Assess the water quality characteristics;

� Predict the likely impacts on water quality due to the project and related activities.





SEPT’ 2014 46

Table 10.3: Water Quality

S.

No

.

Parameter Drinking Water

Standard

(IS: 10500)

GW1 GW2 GW3 GW4 GW5

Desirable

Limits

Permissibl

e Limits

1 pH 6.5 – 8.5 NR 7.26 7.23 7.65 7.45 7.56

2 Color (Hazen) < 5 < 25

PROJECT : LIME STONE (BUILDING STONE)



ENKAY ENVIRO SERVICES PVT. LTD., JAIPUR

Baseline Water Quality: Ground water

The drinking quality of ground water in the study area

Standards, is given as below:

Inference:

S.No. Location Name

1. Mine site POOR

2. Vill. Satakheri POOR

3. Vill. Narli POOR

4. Vill. Amarpura POOR

5. Vill Kumbhkot POOR

WQI: Water Quality Index in range between; 101-200 hence POOR; *Ref. 1. Ramakrishnaiah, et. al., 2009; Data in parenthesis is percentage change

Anticipated Health risks associated due to ground water consumption

S.No. Contaminant

1. TH Scaling of skin and hair loss

2. TDS unpalatable taste

3 Sulphate Gastrointestinal distress / diarrhea

4 Chlorides Salty taste (impact on osmo

impaired fluid dynamics etc)

5. Fluoride Bone disease (pain and tenderness

bones); Children may get mottled teeth

Ref. USEPA; CPCB New Delhi

10.4 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

operations in the project site.

0

20

40

60

80

100

120

140

160

180

Mine site Vill. Satakheri

water quality index

LIME STONE (BUILDING STONE) PRE -

M/s SAMPOORNA EXPORTS (P) LIMITED

EC/ MINE/ 2014

PVT. LTD., JAIPUR AUTHORIZED SIGNATORY / PP

Baseline Water Quality: Ground water

The drinking quality of ground water in the study area, in comparison to CPCB Desirable

WQI* Failed Parameters

POOR (TDS, Fluoride, TH, Biogenic salts)

POOR (TDS, Fluoride, TH, Biogenic salts) (+ 36 to + 264)



POOR (TDS, Fluoride, TH, Biogenic salts)

200 hence POOR; *Ref. 1. Ramakrishnaiah, et. al., 2009; Data in parenthesis is percentage change

Table

Anticipated Health risks associated due to ground water consumption & its mitigation

Health risks Mitigation Measure & Management

Scaling of skin and hair loss • Water pretreatment like filtration is

required before consumption

• Reverse Osmosis, activated

carbon filters

• Activated alumina, Nalgonda

• Reverse Osmosis, Ion exchange water softeners

unpalatable taste

Gastrointestinal distress / diarrhea

Salty taste (impact on osmo-regulation /

impaired fluid dynamics etc)

Bone disease (pain and tenderness of the

bones); Children may get mottled teeth


levels and assess the impact of the total noise expected to be generated during the project

operations in the project site.

Vill. Satakheri Vill. Narli Vill.

Amarpura

Vill Kumbhkot

water quality index

FEASIBILTY REPORT

AUTHORIZED SIGNATORY / PP

in comparison to CPCB Desirable

% change

(+ 6 to + 188)

(+ 36 to + 264)

(+ 10 to + 144)

(+ 19 to + 161)

(+ 3 to + 137)

& its mitigation

Mitigation Measure & Management

Water pretreatment like filtration is

required before consumption

Reverse Osmosis, activated

Activated alumina, Nalgonda

Reverse Osmosis, Ion exchange


be generated during the project





SEPT’ 2014 48

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 in a day. The details of the

instrument used for the sampling are as given below:-

Table 10.4 i: 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

Table 10.4 ii: 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

Table 10.4 iii: Noise Monitoring

Station Name N1 N2 N3 N4 N5

06.00 48.9 43.5 46.5 45.9 47.9

07.00 52.3 45.6 48.8 48.5 49.7

08.00 54.5 46.9 49.9 49.3 50.3

09.00 56.9 47.3 50.4 46.7 51.2

10.00 58.7 48.9 48.9 48.3 49.8

11.00 60.3 50.2 47.8 46.7 48.3

12.00 61.5 48.8 46.9 43.9 47.2

13.00 58.7 47.3 42.9 47.3 43.5

14.00 59.3 46.3 44.5 46.9 45.8

15.00 57.0 44.8 46.3 45.3 49.3

16.00 59.4 46.3 48.7 46.9 47.3

17.00 61.4 42.8 50.2 44.0 49.9

18.00 63.0 48.6 46.9 41.6 50.2

19.00 61.9 49.3 44.3 38.9 46.2

20.00 58.7 45.5 41.9 36.4 44.7

21.00 56.3 42.1 40.3 35.0 41.6

22.00 54.2 40.9 38.9 36.9 38.5

23.00 48.9 38.9 36.4 35.4 35.6

24.00 42.3 36.0 35.1 35.1 35.0

01.00 38.5 35.2 35.0 35.0 35.2

02.00 36.3 35.0 36.3 35.6 36.9

03.00 37.0 35.6 38.9 36.9 38.9

04.00 43.5 38.9 40.2 38.6 41.6

05.00 47.0 40.3 42.9 42.5 43.7

Leq day dB(A) 59.2 47.1 47.4 45.9 47.8

Leq Night dB(A) 47.5 38.2 38.8 37.8 38.8

Inference:

Noise levels were found within the prescribed standards.





SEPT’ 2014 49

10.5 LAND ENVIRONMENT

The objectives of the soil sampling are:-

� To determine the baseline soil characteristics of the study area;

� To determine the impact of existing as well as proposed activity on soil

characteristics and;

� To determine the impact on soil more importantly with agriculture production point of

view.

Table 10.5: Soil Analysis

S.No. Parameters Units S1 S2 S3 S4 S5

1 Texture - Sandy

Clay

Sandy

Clay

Sandy

Clay

Clay Sandy

2 Particle

size

Distribution

s

Sand % 52 50 36 22 50

Silt % 16 12 24 30 16

Clay % 32 38 40 48 34

3 Appearance (Color) -- Light

Brown

Light

Black

Light

Brown

Brown Brown

4 Sodium as Na mg/100g 1.23 1.26 1.13 1.14 1.09

5 pH (10% Slurry) - 7.42 7.39 7.23 7.51 7.39

6 Conductivity µS/cm 175 198 183 212 165

7 Bulk density g/cc 1.32 1.36 1.25 1.12 1.46

8 Porosity % v/v 20 26 31 42 12

9 Total Organic Matter % 0.74 0.81 0.89 0.94 0.53

10 Nitrogen as N mg/100g 165 204 215 264 132

11 Potassium as K mg/100g 56 72 88 112 34

12 Phosphorus as P mg/100g 29 59 72 68 22

13 Zinc as Zn mg/ kg 2.69 4.2 4.66 4.36 1.31

14 Cadmium as Cd mg/ kg 0.04 0.06 0.09 0.06 0.02

15 Chlorides as Cl mg/100g 1.23 1.26 1.06 1.68 0.68

16 Alkali Metals mg/ kg 0.26 0.23 0.22 0.36 0.2

17 Permeability cm/ h 7.3 7.3 5.4 4.6 7.3

18 Water Holding

Capacity

% 16.5 19.2 26.9 40 11.6

19 Copper as Cu mg/ kg 0.06 0.13 0.06 0.06 0.03

20 Iron as Fe mg/ kg 0.08 0.16 0.12 0.11 0.08

21 Lithium mg/ kg





SEPT’ 2014 50

10.6 BIOLOGICAL ENVIRONMENT

Natural flora and fauna are important features of environment. They are organized into

communities with mutual dependencies among their members and show various

responses and sensitivities to outside influences. Therefore, nature of development and

baseline characteristics of terrestrial flora and fauna around the site of existing/proposed

activities is required to be assessed.

The primary/ secondary study is to characterize the environmental components like flora

and fauna, to assess the biological diversity of the region. Flora and fauna can be used

for biological surveillance in assessing the environmental status.

Flora: Core Zone

Trees: Few trees were observed during the site visit in core zone.

S. No. Common Name Botanical Name Family Core/ Buffer Zone

1 Neem Azadirachta indica Meliaceae Core Zone

2 Kiker or Babool Acacia nilotica Leguminosae Core Zone

Shrubs


1 Kair Capparis decidua Capparaceae Core Zone

2 Aak Calotropis procera Asclepiadaceae Core Zone

3 Vilayati Babool Prosopis juliflora Fabaceae Core Zone

4 Ber Zizyphus nummularia Rhamnaceae Core Zone

5 Oontkateli Echinops echinatus Asteraceae Core Zone

6 Bui Aerva tomentosa Amaranthaceae Core Zone

Herbs


1 Kantakari Solanum xanthocarpum Solanaceae Core Zone

2 Makara or crowfoot grass

Dactyloctenium aegyptium Poaceae Core Zone

3 Sarphonka Tephrosia purpurea Fabaceae Core Zone

4 Bhurat Cenchrus biflorus Poaceae Core Zone

5 Bermuda Grass or Doob

Cynodon dactylon Poaceae Core Zone





SEPT’ 2014 51

FLORA : Buffer Zone

Trees

S. No. Common Name Botanical Name Family Core/ Buffer

Zone

1. Siris tree Albizia lebbeck Fabaceae Buffer Zone

2. Neem Azadirachta indica Meliaceae Buffer Zone

3. Gum Arabic tree Acacia senegal Fabaceae Buffer Zone

4. Khejri Prosopis cineraria Fabaceae Buffer Zone

5. Kiker or Babool Acacia nilotica Leguminosae Buffer Zone

6. Shisham Dalbergia sissoo Fabaceae Buffer Zone

7. Ardu Ailanthus excelsa Simaroubaceae Buffer Zone

8. Pipal Ficus relegiosa Moraceae Buffer Zone

9. Reonja or Safed babool Acacia leucophloea Fabaceae Buffer Zone

10. Bargad Ficus bengalenesis Moraceae. Buffer Zone

11. Kankera Maytinus emarginata Celastraceace Buffer Zone

12. Palash Butea monosperma Fabaceae Buffer Zone

13. Indian Elm Holoptelea integrifolia Ulmaceae Buffer Zone

14 Mahua Madhuca longifolia Sapotaceae Buffer Zone

15 Kassod Tree Cassia samia Caesalpiniaceae Buffer Zone

16 Safeeda Eucalyptus Myrtaceae Buffer Zone

Shrubs

S.

No.

Common Name Botanical Name Family Core/ Buffer

Zone

1. Ber Zyzipus nummularia Rhamnaceae Buffer Zone

2. Dandathor Euforbia caducifolia Euphorbiaceae Buffer Zone

3. Gajar grass Parthenium hysterophorus Asteraceae Buffer Zone

4. Vilayati Babool Prosopis juliflora Fabaceae Buffer Zone

5. Khimp Leptadenia pyrotechnica Apocynaceae Buffer Zone

6. Gokharu Tribulus terrestris Zygophyllaceae Buffer Zone

7. Damasa Tephrosia purpurea Fabaceae Buffer Zone

8. Kaner Nerium oleander Apocynaceae Buffer Zone

9. Arandi Ricinus cummunis Euphorbiaceae Buffer Zone

10. Kair Capparis decidua Capparaceae Buffer Zone

11. Aak Calotropis procera Asclepiadaceae Buffer Zone

12 Munja grass Saccharum munja Poaceae Buffer Zone





SEPT’ 2014 52

Herbs

S.

No.

Common Name Botanical Name Family Core/ Buffer

Zone

1. Fiddler's spurge Euphorbia granulata Euphorbiaceae Buffer Zone

2. Bermuda Grass or

Doob

Cynodon dactylon Poaceae Buffer Zone

3. Bui Aerva tomentosa Amaranthaceae Buffer Zone

4. Satyanasi Argemone maxicana Papaveraceae Buffer Zone

5. Bhurat Cenchrus biflorus Poaceae Buffer Zone

6. Buffel Grass Cenchrus ciliaris Poaceae Buffer Zone

7. Bhurat Cenchrus biflorus Poaceae Buffer Zone

8. Crowfoot grass Dactyloctenium aegyptium Poaceae Buffer Zone

9. Kantakari Solanum xanthocarpum Solanaceae Buffer Zone

10. Ghamra Tridex procumbens Asteraceae Buffer Zone

11. Barrut grass Sorghum halepense Poaceae Buffer Zone

12. Motha Cyperus rotundus Cyperaceae Buffer Zone

13. Gokharu herb Tribulus terrestris Zygophyllaceae Buffer Zone

14. Sarphonka Tephrosia purpurea Fabaceae Buffer Zone

15 Crabgrass Digitaria sanguinalis Poaceae Buffer Zone

16 Chakvad Cassia Tora Fabaceae Buffer Zone

17 Cocklebur or chota

gokhuru Xanthium strumarium

Asteraceae Buffer Zone

FAUNA:

Core Zone

S.

No.

Common name Binomial name Family Schedule

IW(P)A/ IUCN

1 Pisces

No aquatic land observed at the site of study area during survey.

2 Amphibia

No amphibian observed during survey of site visit in core zone.

3. Reptilia

1 Garden Lizard Calotes versicolor Agamidae LC

4. Avis or Avifuana

1 Common Bulbul Pycnonotus barbatus Pycnonotidae IV

2 Rose-ringed Parakeet Psittacula krameri Psittacidae IV

3 House crow Corvus splendens Corvidae V

5. Mammalia




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