1. EXECUTIVE SUMMARY

Particulars Details

Project Name & Location Masonry Stone & Crushing Mining Project

(ML No.- 114/95, M L area – 6918.75 M2 (0.6918 hectare)

)Near village- Todi Di Puriya, Tehsil- Amer, District- Jaipur,

Rajasthan

Latitude 27002’04.52” to 27002’05.35” N

Longitude 75047’03.70” to 75046’59.82”E

Toposheet No. 45M/16

Total Mining area 6918.75 M2 (0.6918 hectare)

Mineable Reserves 371058.17 MT

Capacity Production of mine- 157364TPA of Masonry Stone

Production Capacity of Crusher-500 TPD named M/s Shree Shyam

Associates

Life of Mine 4.1 year

Ultimate depth of mining 455 mRL

Estimated project cost 70 Lac.

EMP Cost 0.50 Lac / annum

Power Requirement

Power facility are available in the village itself but power line is

not required at present in the Mining Area. There is also an electric

connection to operating the crusher plant.

Fuel Requirement 0.5 KLD (HSD)

DG Set As per requirement.

Highest and Lowest Elevation

S. No. Particulars Elevation (mRL)

1. Highest 496

2. Lowest 466

Land use Govt.Waste land

Nearest Habitation/ Town The village Todi Di Puriya, nearest population center is about

0.93 km from the ML area.

Nearest Airport Airport – Jaipur at a distance of 23 km from the ML area.

Nearest Highway NH -11, about 1.5 km in W direction from ML area.

SH -19, about 3 km in SSW direction from ML area.

Nearest Railway Station Nearest Railway Station is Jaipur railway station at a distance of

13 km from the ML area.

Power Supply The village Todi Di Puriya, nearest population center is about

0.93 km from the ML area.

Nearest Telephone The village Todi Di Puriya, nearest population center is about

0.93 km from the ML area.

Nearest Dispensary and Govt.

Hospital

The village Todi Di Puriya, nearest population center is about

0.93 km from the ML area.

Educational Facility The village Todi Di Puriya, nearest population center is about

0.93 km from the ML area.

Water Demand and Supply 4.00 KLD

Nearest Tourist Places None within the study area

Defense Installations None within the study area

Archeological Features None within the study area

Ecological Sensitive Zones

Nearest Streams/ Rivers/ Water

Bodies (from mine boundary)

Seismic Zone Seismic zone – II

2. INTRODUCTION OF PROJECT /BACKGROUND INFORMATION

Environment Clearance has been already obtained for Masonry Stone Mines M.

L. No. 114/95 over an area 6918.75 M2 (0.6918 hectare) near village – Todi Di

Puriya, Tehsil- Amer, District Jaipur (Raj.) by DEIAA vide EC letter no.

DEIAA/JAIPUR/EC/2016/3614 on dated 14/10/2016 for the production of 90000

TPA.

As per Rajasthan State Pollution Control Board (RSPCB) vide letter no. CD &

SCMG (Gen-03)/RSPCB/1235 to1271, Dated 24.01.2017 we are applying for

Environment Clearance for inclusion of Crusher Plant in EC.

The Modified Mining Scheme for Masonry stone & crusher Plant (M.L. 114/95)

over an area of 6918.75 M2 (0.6918 hectare), Near village – Todi Di Puriya,

Tehsil- Amer, District Jaipur (Raj.), approved by vide letter no. …………………by

SME Jaipur.

The mining lease area (ML Area – 6918.75 M2 (0.6918 hectare) ML No. – 114/95,

Mineral- masonry stone), near village – Todi Di Puriya, Tehsil- Amer & District

– Jaipur, (Rajasthan) was granted in favor of Shri Kaluram Gujar S/o Shri

Panchuram Gujar Village- Jagannathpura, Post – Nangal Purohitan, Tehsil-

Amer, District-Jaipur (Raj.) vide letter no. ME/JAI/CC-3/M.L 114/95R/1409

dated 23/10/1996 for 20 years from the date of registration 01/03/1996.

(01/03/1996 to 28/02/2016).

The lease was transferred Shri. Ghanshyam Singh, S/o Shri Chawand Dan

Singh, R/o – Plot No. 02, Path No.7, New Karni Colony, Murlipura, Jaipur (Raj.),

vide letter no. ME/JAI/CC-3/M.L 114/95R/1 dated 26/08/2002.

The lease period was extended 20 to 30 years by vide order no. ME/JAI/CC-4/M.L

114/95R/281 dated 26.02.2013 for 30 years from the date of registration

01/03/1996. (01/03/1996 to 28/02/2026).

Further the lease was transferred M/s. Shri Shyam Associates, Village – Todi Di

Puriya, Tehsil- Amer & District – Jaipur, (Raj.) by vide letter no. ME/JAI/CC-

3/M.L.114/95/R/178 on dated 29.01.2015 for 6918.75 m2 (0.6918 hectare) area for

Mineral- Masonry Stone, for 30 years from the date of registration 01.03.1996.

(01/03/1996 to 28/02/2026).

Refer Annexure No. II: Copy of Grant Order & Lease Deed

Refer Annexure No. III: Copy of Lease Area map, Demarcation Report

Refer Annexure No. IV: Copy of Khasra Map & Jamabandi

The mining lease area is 6918.75 M2 (0.6918 hectare) covering part of GT sheet

no. 45M/16 near Village – Todi Di Puriya, Tehsil - Amer & District – Jaipur

(Rajasthan).

2.1 Identification of the project and project proponent

Name of the Project : Masonry Stone & Crushing Mining Project

Location : Near Village – Todi Di Puriya,

Tehsil : Amer

District : Jaipur, Rajasthan

Proposed Production of Mine : 157364 TPA of Masonry Stone

Production Capacity of Crusher : 500 TPD named M/s Shree Shyam Associates

Mining Lease Area : 6918.75 M2 (0.6918 hectare) (Govt. waste Land)

Lessee Address

M/s. Shri Shyam Associates, Village – Todi Di Puriya, Tehsil-

Amer & District – Jaipur, (Raj.)

2.2 Brief description of the nature of the project:

It is a captive Mine of Masonry stone & Crusher plant is proposed in the mining

area 6918.75 M2 (0.6918 hectare), ML No. 114/95 (Govt. Waste Land), near

village – Todi Di Puriya, Tehsil - Amer & District – Jaipur, Rajasthan. Mining

is carried out by semi Mechanized Opencast method.

Masonry Stone to be mined out 157364 TPA & Capacity of Crusher 500 TPD.

Working will be systematic by forming proper benches. Mining operation carried

out by drilling in the stone, charging with explosive and blasting the hole. The

blasted material is loaded to dumper after proper sizing with the help of rock

breaker. The blasted material is fed to crusher for further preparation of

aggregates. The masonry stone is exposed in the lease area. The bench height

would not be kept greater than statutory provisions of the prevailing Act i.e. the

width of the benches should be more than the height of the bench, here in this

mining project the height of bench kept is 6m and width more than height.

2.3 Need for the project and its importance to the country and or region:

Due to globalization, the requirement for masonry stone has been on the rise over

the last few years. Mineral Masonry stone uses in various forms such as lumps &

grits. Mining Industry play an important role in economic sector in India. The

important benefits of the project to the state in form of royalty and can be stated

as boost to local and regional economy. The development of mining & Crusher

plant in the area provides direct & indirect employment opportunities, better

infrastructural facilities, communication and socio-economic infrastructure nearby

village.

2.4 Demands-supply gap:

Masonry Stone & Crushing material is used as basic building raw material in

construction of buildings and infrastructure projects, Due to rapid

Industrialization and urbanization demand of masonry stone is increasing,

Demand of stone in its various forms such as lumps & grits.

2.5 Imports vs. indigenous production

Demand of Masonry Stone in the domestic market is high, In the allotted area,

masonry stone is available in abundant quantity and can be excavated

indigenously. It had become a major source of economy in the area.

2.6 Export possibility

Mineral Masonry Stone shall cater the indigenous demand and major consumers

are located in nearby areas. No export will required.

2.7 Domestic/export markets

There is always an increasing demand of masonry stone in domestic market.

2.8 Employment generation (direct or indirect due to the project)

By this mining project of masonry stone in the area, people get employment.

The project directly generates the employment opportunities for the local

people and indirectly for the others. The total manpower requirement for

the proposed mining operation will be around 24 persons directly, Indirect

employment & 15 persons required for crusher staff.

Employment Potential

S.

No.

Designation Qualification Nos.

1 Mining Engineer/

Geologist (part time)

Approved by DMG, Rajasthan

and DGMS, Ajmer region

1

2 Mine Foreman Full time 1

3 Mining Mate-cum-

blaster

Mate’s competency certificate

holder

1

4 Time keeper cum store

keeper

Secondary 1

5 Labours Secondary / Middle school 20

Crusher Staff

S. No Designation Present Qualification

1 Site Manager 1 Graduate

2 Operator 4 Secondary

3 Labores 10

3.0 PROJECT DESCRIPTION

3.1 Type of project including interlinked and interdependent projects:

The proposed project of Masonry stone& Crusher plant in the mining lease area

of 6918.75 M2 (0.6918 hectare) situated at Near village – Todi Di Puriya, Tehsil -

Amer & District – Jaipur, Rajasthan. This project is producing 157364 TPA of

Masonry Stone & Capacity of Crusher 500 TPD.

This Mining project is interlinked with Crushing activity of the mineral , Mining

operation carried out by drilling in the stone, charging with explosive and

blasting the hole. The blasted material is loaded to dumper after proper sizing

with the help of rock breaker. The blasted material is fed to crusher for further

preparation of aggregates.

3.2 Location (Location map & Key plan is attached as Plate no. I & II

respectively).

State : Rajasthan

District : Jaipur

Tehsil : Amer

Near Village : Todi Di Puriya

The entire project area is 6918.75 M2 (0.6918 hectare) (Govt. Waste Land)

Google Image of the mining lease area –

TOPOSHEET NO. WITH LATITUDE AND LONGITUDE

The mining lease area forms a part of Survey of India Topo-sheet no 45M/16. The

mining lease area is situated between Latitudes 27002’04.52” to 27002’05.35” N &

Longitudes 75047’03.70” to 75046’59.82”E. The mining area is about 0.93 km in

from Todi Di Puriya Village. Tehsil Amer is about 10 km in ESE direction &

District Headquarter Jaipur is about 13 km in S direction from the mining lease

area.

The highest and lowest elevation of the mining area is –

S. No. Particulars Elevation (mRL)

1. Highest 496

2. Lowest 466

3.3 Details of Alternate Site Considered and the Basis of Selecting the

Proposed Site, Particularly the Environmental Considerations Gone Into Should

Be Highlighted:

Mining is site-specific project hence no alternate site is considered and Crusher

Plant situated in lease area.

3.4 Size/ Magnitude of Operation

It is proposed to produce 157364 TPA of Masonry Stone & Capacity of Crusher

500 TPD from the mining area of 6918.75 M2 (0.6918 hectare) by semi

mechanized open cast method of mining.

3.5 Project description with process details:

It is a captive mine project all minerals are feeding in crusher which situated

within lease area. The working in the area will be carried out by semi-

mechanized open cast method. The hydraulic machineries will be deployed time

to time as and when required. Considering the national, state and local holidays

there will be around 300 working days in a year. Proposed working will be

systematic by forming proper benches. Mining is done by drilling in the stone,

charging with explosive and blasting the hole. The blasted material is loaded to

dumper after proper sizing with the help of rock breaker. The blasted material

is loaded to dumper after proper sizing with the help of rock breaker. The

blasted material is fed to crusher for further preparation of aggregates. The

masonry stone is exposed in the lease area. The bench height would not be kept

greater than statutory provisions of the prevailing Act i.e. the width of the

benches should be more than the height of the bench, Here in this mining

project the height of bench kept is 6m and width more than height. The ultimate

pit size of the pit is mentioned below-

S. No. Particular Dimension in Meter

1 Length 70.12

2 Width 33.27

3 Depth 6.0

Blasting:

Drilling & Blasting

(i) Since the area is in the near vicinity of National Highway, drilling and

blasting may cause the damage to the N. H shot hole drilling of 32 mm dia.

Is proposed for fragmenting the rock as per requirement and blasting will

be done after taking permission from Director General of Mines Safety.

(ii) Rocks exposed in the area though it is hard and compact but highly joined

and fractured. It is proposed to use rock breaker to dislodge the exposed

rock.

Storage of Explosive: - The blasting shall be done daily. The explosive shall be

handled by contractor same as per the present practice. Hence, no storage of

explosive is proposed.

Precautions:

The mining is done on the hilly portion and though there is no human settlement

in the bottom of the hill, special precautions will have to be taken for fly rock

problem. All the adequate precautions as per provisions MMR 1961 will be

taken.

Individual bench slope will be 850. In the first five year, about 278 saplings will

be covered plantation along the lease boundary. On the above techno-economic as

well as environmental consideration, the conceptual mining plan has been drawn

keeping 52° ultimate pit slope angle.

Proposed Production & life of Mine

The proposed year wise production plan for next five years is given in table below

Year wise Annual production in Next Five Years

Year X- section Levels Overburden in m3 Run off mine Mineral in Tonne

In Tonne

X- section

area

Infl.

Length

volume Area

In m3

Infl.

Length

volume B.D. Tonnage

1st I P – I P’

2 P – 2 P’

490

490

- - - 582.30

581.23

23.5

21.5

13684.1

12496.4

2.8

2.8

38315.48

34990.05

Total 73305.53

2nd IP – IP’ 482 - - - 398.46 38.5 15340.7 2.8 42953.96

2 P – 2 P’ 484 595.09 29.5 17555.2 2.8 49154.56

Total 92108.52

3rd I P – I P’ 484

478

- - - 436.01

543.08

16.5

22.5

7194.16

12219.3

2.8

2.8

20143.65

34214.04

2 P – 2 P’ 478 476.79 18.5 8820.6 2.8 24697.68

Total 79055.37

4th IP – IP’ 472 - - - 472.02 15.5 7316.31 2.8 20485.67

2 P – 2 P’ 472 502.50 18.5 9296.25 2.8 26029.5

Total 46515.17

5th IP – IP’ 472 - - - 535.79 15.5 8304.75 2.8 23253.29

2 P – 2 P’ 472 541.44 22.5 12182. 2.8 34110.72

Total 157364.0

1

Production & life of Mine

Mineable Reserve =371058.17 MT

Life of Mine = 4.1 year

Source : Approved Modified Scheme of Mining

Equipment & Machineries:

Details of Machineries to be deployed for crushing activity

S. No Machine No’s Make

1 Crusher JAHW 1 Grish Plant / Oil Plant

Flow Chart showing Lease operation:

3.6 Raw material required along with estimated quantity, likely source,

marketing area of final products, mode of transport of raw material and finished

product:

Lease

Crushing

Transportation

No raw material is required during the mining process. The operation involved

excavation of masonry stone fed in crusher Plant for aggregates and then

directly transport it to the end users/ market in form of lumps & grit.

3.7 Resource optimization/ recycling and reuse envisaged in the project, if any,

should be briefly outlined.

In nature, mineral is in finite quantity and once the mineral depleted cannot be

replenished. Working will be done systematically to optimum utilization of

resources

3.8 Availability of water its source, energy/power requirement and source

The total water requirement for the project is estimated 4.0 KLD. Water for

mining operation (dust suppression) and for domestic & drinking purpose will be

supplied from PHED supply & bore well situated nearby village through water

tankers.

S. No. Purpose Total Requirement (KLD)

1 Dust suppression 2.5

2 Drinking & other purposes 1.0

3 Green belt 0.5

Total 4.00

Ground Water Table

Electricity is already available at the site. Fuel (HSD) will be obtained from

authorized public fuel station & about 0.5 KLD H.S.D. will be used in

machineries & Vehicles during mining operation.

55.0 mRL (411 m BGL) WATER TABLE

455.0 mRL (11 m BGL) ULTIMATE DEPTH

496.0 mRL HIGHEST CONTOUR

Proposed working will not intersect Ground

water table.

LOWEST CONTOUR 466.0 mRL

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

management /disposal:

During mining operation, some fine rock fragments will be treated as waste dump

and will be stacked separately within the lease boundary and later will be used

for backfilling. The topsoil present in the area will be used for plantation.

Nature of Top soil

Available top soil is loamy found as thin layer on top as capping of 0.5 met.

thickness having more water retention capacity spread over an area of 6918.75

M2. 0 hectare of land sanctioned under mining lease, which required to be

removed from the area to touch the gritty soil having variable thickness of

6918.75 M2. to 1.5 met covering the total lease area. It is proposed to scrap 0.01

met thick soil and talus by using scrapper and stack it separately.

Nature of overburden waste rocks

0.5 meter thickness of the rock is of the nature of morrum to be removed to expose

mineral bed. The rate of generation every year is given in table no. 7.a however

summarized details are as mentioned below in table

Table

Year wise generation of Morrum

Overburden waste

S. No. Year Morrum O.B. waste in m3

1 1st Year 179.5 285.79

2 2nd Year 179.5 276.81

3 3rd Year 179.5 265.55

4 4th Year - 235.60

5 5th Year - 235.60

Total 538.5 1299.35

N.B.-5% of the above mentioned mineral waste will need to be accommodated temporarily

at the common dumping site be sold in the market in due course.

Site of Dumping

The site of dumping is a common site decided by the cluster president and other

members in consultation with district authorities. Since sub grade is not

generated during the period of advancement hence its separate stacking is

neither required nor proposed.

3.10 Schematic representations of the feasibility drawing which give

information of EIA purpose:

4.0 SITE ANALYSIS

4.1 Connectivity

Connectivity Details from Project Site:

S. No. Particulars Details

1. Road

Connectivity

The mining area is about 0.93 km in from Todi Di Puriya

Village. Tehsil Amer is about 10 km in ESE direction &

District Headquarter Jaipur is about 13 km in S direction

from the mining lease area.

2. Nearest

Highway

NH -11, about 1.5 km in W direction from ML area.

SH -19, about 3 km in SSW direction from ML area.

3.

Nearest

Railway

Station

Nearest Railway Station is Jaipur railway station at a

distance of 13 km from the ML area.

4. Nearest

Airport

The nearest civilian airport for regular commercial flights

is at Jaipur the road distance from the mining lease area

Application for

prior

Environmental

Clearance (Form

IM & Pre-

Feasibility Report

Presentation for

EC before DEAC

Environmental

Clearance

Commencement of

mining & Crushing

Operation

Compliance of EC

Condition

Submission of

Compliance

report to concern

authority

Corrective

measures to meet

the norms in EC,

if any

4.2 Land form, land use and land ownership

The mining lease area generally hilly. The highest elevation of the lease area is

496 mRL & lowest elevation of the area is 466 mRL.

4.3 Topography

The mining lease area of 6918.75 M2. hectare falls within Latitudes 27002’04.52”

to 27002’05.35” N & Longitudes 75047’03.70” to 75046’59.82”E. Topographical

(Surface) Plan has been prepared on a scale of 1:500. The mining lease area is

hilly area, highest elevation of the area is 496 mRL & lowest elevation of the

area is 466 mRL. The ultimate depth of mining will be up to 455 mRL. No other

perennial Nallah / water bodies exist in the core area.

4.4 Existing Land use Pattern

The mining lease area is Govt. Waste Land (6918.75 M2. hectare). There is no

village or hutments within the mining lease area. Existing land use pattern is

given as below:

Present Land use pattern (Hects.)

S. No. Land use Category Pre Operational Phase

1 Top Soil Dump --

2 Waste Dump (External) --

3 Excavation (Voids Only) 0.5344

4 Road --

5 Built Up Area --

6 Township Area --

7 Afforestation --

8 Reclamation (Backfilled) --

9 Mineral Storage --

10 Processing (Crushing) --

11 Undisturbed Area 0.1574

Total

6918.75 M2.

(0.6918 hect.)

is around 23 km.

Type of Land Area in Hectares

Govt.Waste Land 6918.75 M2.

Total 6918.75 M2.

4.5 Existing Infrastructure:

Temporary Infrastructure is available at the mine site. Site services as per

Mines Rules 1956 will be developed. First-Aid station with all necessary medical

facilities, Toilets as per the provisions of Mines Rules will be developed.

Regular medical checkup of the mine employees will be carried out as per the

provisions of Mines Rules 1956.

4.6 Soil classification:

Jaipur district is characterized by wide spectrum of landscapes including

hillocks, pediments, undulating fluvial plains, aeolian dune fields, ravines,

palaeo-channels etc. Structural hills (mainly in northern and northeastern parts)

trending NNE-SSW are generally composed of Delhi quartzite. Main peaks

include Jaigarh (648mamsl), Nahargarh (599mamsl), Manoharpura (747mamsl)

and Bichun (656mamsl). Pediments with thin to thick soil cover can be seen

around Dudu, Phagi and Chaksu forming flat gneissic outcrops. Undulating

plains of fluvial/ fluvial-aeolian origin forming landforms of river terraces,

floodplains and buried channels of various drainage systems dominate in the

district. Aeolian sand dunes are found mainly in western parts (Sambhar,

Jobner, Renwal area) which are a few metres to 10m high. Obstacle and shadow

dunes can also be seen in parts of the district in addition to ravine and badland

topography at places. The district area is drained by ephemeral rivers Banganga,

Bandi, Dhund, Mendha, Mashi, Sota and Sabi and their tributaries. Sota and

Sabi rivers in the northern part of district flow northeasterly while

southwesterly flowing Banganga river passes through Shahpura, Bairath and

Jamwa Ramgarh blocks and contribute water to the famous Ramgarh lake from

where it flows easterly to enter Dausa district. Mendha River in northwest

portion of the district merges with famous Sambhar lake whereas Mashi river in

the southwestern part flows easterly.

Soils in the district may be classified as:

Loamy sand to sandy loam

Sandy clay loam

Sandy clay

Wind blown sand

River sand

Source : CGWB Jaipur

4.7 Regional geology & local geology:

a) Regional geology:-

No regional geological study has been carried out during the present study. The

stratigraphy of the region of which Bilaunnchi constitute a part has been worked

out based on the limited traverses and the available literature. The regional

geological concept has been used while studying the local geology, mapping and

correlation of Red ochre ferruginous phyllites, quartzite and other associated

litho units.

The main rock formations found in the area are of older Delhi System of which

quartzite are conspicuous. All the Aravali being softer schist are covered under

Alluvium. The stratigraphic divisions of Delhi rocks in this area are made on the

basis of its litho-logical character of the rock, the sequence given by Dr. Heron

seems to be quite convincing which is given as under:-

Super group Group Lithounits

quaternary Alluvium and Aeolian sand

DE

LH

I

SU

PE

RG

RO

UP

Aja

bgarh

Gro

up

Massive Quartzite

Amphibolites / Amphibolitic Quartzite

Calcareous facies (Dolomite, limestone, marble, amphibolitic

limestone/ marble, etc)

Phyllite/quartz mica schist

Brecciated ferruginous Quartzite

……………………………………..Unconformity…………………………………….

Basement Gneissic Complex

b) Local geology:-

Very thin of alluvial and aeoline sand covers the hard massive quartzite and

ferruginous Brecciated quartzite found at the top of the hillock. The rock

exposure of the area is highly jointed and fractured. Minor folds and faults are

observed all along the joints and fracture zone of the deposit. These minor

structural disturbance created crushing effect o the deposit which cause to

softening of the hard quartzite mainly responsible for the generation of more

dust after grinding. The dust generated is being collected and sold in the market

in form of Bjari.

General Geological Setting of the area seems to be as mentioned below-

Recent to Sub Recent Alluvium or windblown Sand- 00.05 to 6918.75 M2. 0

meter

Hard Massive Quartzite, Ferruginous Brecciated Quartzite- 06918.75 M2. 0 to 30.0

meter

Phyllites- 6918.75 M2. meter to 1.5 meter along the joints and

fractures. Basement not exposed so far but there are indiction of BGC,S. As

mentioned above that the area is highly disturbed geologically.

Composition:- The most common mineralogical constituents of the rocks are

feldspars olivine basalt are olivine. In fine grained texture or glassy mass

prophyritic feldspar seen.

Texture:- Masonry stone is fine to glossy texture with porphyritic

Structure:- Vertical columnar joint structure.

Occurrence:- The Masonry stone occurs chiefly as shallow depth intrusion.

Color:- The color of Masonry Stone is Black and Dark Brown.

Origin:- The origin of the Masonry Stone is magmatic source.

4.8 Climatic details

The semi-arid district receives normal annual rainfall of 527mm (1901-71) while

average annual rainfall for the last 30 years (1977-2006) is 565mm. Annual

average rainfall during the period 2001 to 2010 has been 527mm (Table 3). Over

90% of total annual rainfall is received during monsoon. Total annual potential

evapotranspiration is 1744.7mm. The coefficient of variation is moderate at

32.6% indicating slightly unreliable pattern of rainfall. Though, Jaipur city has

experienced floods in 1981, the district is prone to drought spells as witnessed

during 1984 to 1989 and 1999 to 2002. Table: Annual Rainfall Data (2001-2010)

(mm).

Sr. No. BLOCK 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 Average

1 AMER 432.00 235.00 679.00 790.00 470.00 354.00 529.00 547.00 277.00 729.00 504.20

2 BASSI 401.00 201.00 647.00 590.00 634.00 293.00 487.00 578.00 344.80 933.00 510.88

3 DUDU 403.95 152.40 409.05 467.40 313.10 311.15 341.90 634.30 258.55 716.30 400.81

4 GOVINDGARH 503.80 214.00 581.00 296.00 306.00 209.00 323.00 424.00 268.00 735.00 385.98

5 JAMWA RAMGARH 373.00 341.00 1066.00 1061.00 980.00 460.00 673.50 1160.00 572.00 1042.00 772.85

6 JHOTWARA 426.80 222.40 511.00 807.00 408.60 335.00 521.00 572.00 306.00 653.00 476.28

7 KOTPUTLI 407.60 273.67 906.73 591.37 916.67 576.00 608.10 928.00 278.00 711.67 619.78

8 PHAGI 429.30 202.00 531.80 525.25 524.20 351.30 568.75 634.70 376.50 869.00 501.28

9 SAMBHAR 519.10 141.50 518.45 501.05 464.85 310.90 367.60 631.20 232.05 800.75 448.75

10 SANGANER 585.00 237.00 552.30 805.00 397.00 407.00 557.30 572.00 275.00 745.00 513.26

11 VIRATNAGAR 628.50 262.00 1065.00 489.50 976.00 465.50 454.00 969.50 344.00 922.00 657.60

Average 464.55 225.63 678.85 629.42 580.95 370.26 493.74 695.52 321.08 805.16 526.52

Source: CGWB Jaipur

4.9 Social Infrastructure

The infrastructure like toilets, first aid stations etc. will be developed at

mine site.

The nearest village is Todi Di Puriya, health & educational facilities (in

the form of sr.sec. schools) are available there.

Medical facilities, Primary Health Centre are there in the area, imparting

services, for advance medical facilities. In each village one health worker

has been appointed by the Govt. to provide primary health facilities.

Village people are availing drinking water facilities generally from the

hand pump, open well and tube well. The water supply is also supplied

through tanker in few villages. During summer scarcity of water has been

noticed.

Communication services like post office and telephones are available in

the nearby village. Some of the villagers are having mobile phones.

An occupational health unit will be organized and the proposed measures

will be adopted:

Pre & Periodical Medical Checkup program for all the workers.

Compulsory medical checkup program and first-aid box with necessary

equipment will be provided.

Training for workers regarding occupational hazards.

Safety equipment i.e. dusts mask, safety shoes, gloves etc.

5.0 PLANNING BRIEF

5.1 Planning concept

This Mining Project is producing 157364TPA of Masonry Stone & Capacity of

Crusher 500 TPD from the mining lease area, situated in Jaipur District of

Rajasthan.

5.2 Population projection

Man power requirement for mining is estimated to be 24 Nos. & 15 persons

required for crusher staff most of the employees will be recruited from

neighboring village depending upon the availability of skilled & unskilled people.

Migration of highly educated and skilled person will take place but it will be on

temporary basis. So there will no permanent migration of people, hence there

will be no population projection.

5.3 Land use Planning:

LAND: STAGE WISE LAND USE AND RECLAMATION AREA (Ha.)

S. No. Land use Category

Pre

Operational

Phase

Operational

Phase

Post

Operational

Phase

1 Top Soil Dump -- -- --

2 Waste Dump (External) -- -- -- --

3 Excavation (Voids Only) 0.5344 0.5115 0.4043*

4 Road -- 0.02 --

5 Built Up Area -- -- --

6 Township Area -- -- --

7 Afforestation -- 0.10 0.2775**

8 Reclamation (Backfilled) -- -- --

9 Mineral Storage -- -- --

10 Processing (Crushing) -- 0.02 0.01

11 Undisturbed Area 0.1574 0.0403 --

Total

6918.75 M2.

(0.6918

hect.)

6918.75

M2. (0.6918

hect.)

6918.75

M2. (0.6918

hect.)

*About 0.4043 hectare area will be used as water reservoir.

**About 0.33 hectare RE will be planted in lease area & out side lease

area (Govt. waste land, Forest land, Govt. School, Panchayat Samiti Etc.)

POST MINING LAND USE OF CORE ZONE WITH ENVIRONMENT

MANAGEMENT

S. No. Description

Land Use (In Ha.)

Plantation Water

Body

Public

Use Crushing Undisturbed Total

1 Top Soil Dump -- -- -- -- -- --

2 External Waste Dump --

-- -- -- --

3

(a) Excavation (Voids) -- 0.4043 -- -- -- 0.4043

(b) Excavation

(backfilled) -- -- -- -- -- --

4 Road -- -- -- -- -- --

5 Built Up Area --

-- -- -- --

6 Township Area -- -- -- -- -- --

7 Afforestation 0.2775 -- -- -- -- 0.2775

8 Mineral Storage -- -- -- -- -- --

9 Processing (Crushing)

0.01 0.01

10 Undisturbed Area -- -- -- -- -- --

Total 0.2775 0.4043 -- 0.01 --

6918.75

M2.

(0.6918

hect.)

5.4 Assessment of infrastructure demand (physical and social).

Temporary offices, rest shelters and stores will be provided in the mining lease

area. Specified first-aid box with all necessary facilities and clean drinking water

will be made available at the project site. Primary Health Centre, medical

facilities. Communication services like post office are made available at the are

also made available in the nearby village.

5.5 Facilities provided:

5.5.1 Infrastructure

Basic facilities available in nearby village and towns such as roads, power

supply, and water supply. Site is well connected with road and other

infrastructure facilities.

5.5.2 Landscaping and green belt development

It is proposed to plant a total no. 278 saplings in the post operational phase.

Year wise plantation is shown on the conceptual plan.

Requirements for Plants for Afforestation and Reclamation

Year

Onward area Waste dump

(outside)

Inside dump

(reclaimed

area)

Top Soil Dumps Total

Area

(Ha.)

No.

of Area

(Ha.)

No.

of

Trees

Area

(Ha.)

No. of

Trees

Area

(Ha.)

No.

of

Trees

Area

(Ha.)

No. of

Trees Trees

Existing -- -- -- -- -- -- -- -- -- --

I 0.02 20 -- -- -- -- -- -- 0.02 20

II 0.02 20 -- -- -- -- -- -- 0.02 20

III 0.02 20 -- -- -- -- -- -- 0.02 20

IV 0.02 20 -- -- -- -- -- -- 0.02 20

V 0.02 20 -- -- -- -- -- -- 0.02 20 VI year

Onwards 0.1775 178 -- -- -- -- -- -- 0.1775 178

Total 0.2775 278 -- -- -- -- -- -- 0.2775 278

Place of proposed plantation: The Plantation will be done at the following

places:-

1. Along the lease boundary.

A number of species will be planted suitable to climate conditions this area

of like Babul, Neem, Khejri, Kaner etc. In addition, forest officials will be

consulted for other suitable species. The afforested area will be encircled by a

boundary of local thorny bushes to protect it from cattle’s and regular

watering thrice/twice a week (except monsoon) and maturing as required will

be done.

Protection of Plants:

Following measures are proposed for protection of plants.

The expected rate survival is assumed at 80%. To improve the survival rate in

the adverse climate condition necessary consultation would be taken from the

Forest department. Proposed plantation area shall be fenced properly for

improving the survival rate. Plantation will be carried out in the lease area in

phased manner.

5.5.3 Health and safety system

During the opencast working, and allied activities, all the precautionary

measures shall be taken into account as per MMR 1961 and MCDR 1988 for

safety and security.

Following Safety & Security measures will be enforced;

Moving front of the lease area shall have temporary fencing.

Permanent fencing will be provided where lease area has reached the

ultimate pit limit.

Mine entrance will have a permanent check post and record shall be

maintained of all persons / vehicles entering the mine area.

Round the clock security arrangement shall be provided to prevent

inadvertent entry of persons.

Mitigation measures will be taken in respect to non - compliance.

Inspection of regular operation of Pollution Control Equipment.

Review of the safety practices being followed and additional safety

measures if necessary.

Identification of the unsafe conditions/ practices preventing in the shops

for elimination of hazard, if any.

Arrangement of training to develop safety awareness among all staffs of

the works.

Preparation of safety codes/ manuals of operations and will be distributed

to workers.

5.5.4 Disaster Management and risk assessment

In spite of following all the precautionary measures and following all safety

rules, regulations and procedures, in mining accidents cannot be ruled out

completely. The applicant will formulate a Disaster Management Plan with the

approval of DGMS. Following are the accidents which can take place in

mechanised opencast mining and measures proposed to be taken.

Fall of human beings or fall of machines from benches/ dumps/haul roads.

Due to drilling / blasting and handling of explosives.

Fire & Explosion in machinery

Emergency situation due to social reason such as public unrest, terrorism

etc.

Preventive Measures:

Creating berm on the side of benches./ haul roads of height greater than or

equal to ½ tyre radius. Minimum height of berm shall be 1.2 m and slope

450. Minimum clearance of 1.5 m will be maintained between outer tyre

and berm.

All provisions of MMR 1961, conditions imposed in permission for Deep

hole drilling and blasting and use of HEMM, and conditions of explosive

license will be followed.

Fire fighting equipment in the machinery/ workshop/ office will be

maintained. Persons will be trained in the use of fire fighting equipment

and mock rehearsal will be conducted.

Training of security personnel.

Procedures as laid down in Disaster Management Plan to be followed.

Training;

Persons will be trained in the following:

Knowledge of Chemicals and use of protective equipment.

Procedures for reporting emergencies.

Location and use of fire fighting equipment

Knowledge of alarm system and siren

Evacuation procedures.

Training in first aid as per Mines Rules 1955

Emergency Equipment & Facilities:

Mobiles.

Fire fighting equipments

Emergency medical supplies

Other protective equipment’s i.e. goggles, helmet, face shield, hand gloves,

safety belts, barricade tape.

First Aid station as per the provisions of Mines Rules 1955.

6. PROPOSED INFRASTRUCTURE

S. No. Particulars Details

1 Mining Lease Area 6918.75 M2.

2 Residential Area Not Applicable

3 Connectivity The mining area is about 0.93 km in from Todi Di

Puriya Village. Tehsil Amer is about 10 km in ESE

direction & District Headquarter Jaipur is about

13 km in S direction from the mining lease area.

NH -11, about 1.5 km in W direction from ML

area.

SH -19, about 3 km in SSW direction from ML

area.

Nearest Railway Station is Jaipur railway station

at a distance of 13 km from the ML area.

The nearest civilian airport for regular

commercial flights is at Jaipur the road

distance from the mining lease area is around

23 km.

4 Green Belt In the post operational phase about 278 saplings

will be planted. Plantation will be done along the

lease boundary.

5 Social

Infrastructure

Physical & Social Infrastructure is provided, and if

necessary, other facilities will be provided by the

Lessee.

6 Water Management 4.00 KLD, Source: PHED supply & bore wells

through water tankers.

7 Sewerage System Domestic waste water will be treated into septic

tanks followed via soak pit.

8 Industrial Waste

Management

No, Industrial waste will be generated from the

project.

9 Solid Waste

Management

The waste will be used in backfilling the mined out

area or dumped on his own land.

10 Power requirement Electricity is already available at the project site.

7. REHABILITATION & RESETTLEMENT PLAN

There is no human settlement within the mining area. No human settlement will

be disturbed due to the mining activity. So, no Rehabilitation and Resettlement

is proposed.

8. PROJECT SCHEDULE

8.1 Proposed schedule and approval for implementation

The proposed project will be continuing operate after getting the Environmental

Clearance from DEAC, Jaipur.

8.2 Project cost estimation

Estimated Project Cost for the proposed project is Rs. 70.00 Lacs.

(A) Capital investment/-

Site Facilities = Rs. 50,000/-

Machinery & Tools = Rs. 26,40,000/-

Crusher = Rs. 30,00,000/-

Financial Assurance = Rs. 2,00,000/-

Social fund & activities = Rs. 40,000/-

EMP Fund = Rs. 50,000/-

Miscellaneous = Rs. 10,20,000/-

Total cost = Rs. 70,00,000/-

(B) Operational cost-

The mineral will be mined out from the mining lease area, the cost of per ton

mining will be approx. Rs. 100/- per ton.

The cost of the crushing of per ton mineral will be approx. Rs. 180/- per ton. So

the total cost of extraction & crushing of the masonry stone will be Rs. 280/-per

ton.

8.3 ECONOMIC VIABILITY

The anticipated cost of mining is Rs. 100/- per ton. Average sale value is assumed

to be Rs. 150-170/- ton of Masonry stone.

The anticipated cost for crushing of mineral is Rs. 180/- per ton. Average sale

value is assumed to be Rs. 400-450/- ton of Masonry stone. Hence the project will

be viable.

9. ANALYSIS OF PROPOSAL

Project will create direct & indirect employment opportunities within the

surrounding region. Unit will use good faith efforts to employ local

people from the nearby villages depending upon the availability of

skilled & un-skilled manpower surrounding the project site.

In the proposed project would require significant workforce of non-

technical and technical persons. Migration of highly education and

skilled experience will result in increase of literacy in the surrounding

villages.

In addition, the proposed project shall enhance the prospects of

employment.

Assessment of the potential socioeconomic benefits during mining

focused primarily on work force requirements, acquisition of

supplies, and the temporary increased demand for services related to

the mining project like food, housing, communications, law enforcement,

medical care, local transportation etc. Due to these, additional revenue

to local suppliers for required products and services related to the

construction and operation phases of the project will generate.

Thus, mining activities will provide numerous new, although temporary,

work opportunities for both skilled and unskilled labor, as well as

contribute significantly to the local economy.

Additional government revenue expected from royalty, taxes, duties and

other fees.

An added benefit to the proposed project will result in considerable

growth of stimulating the industrial and commercial activities in the

state. Small and medium scale industries may be further developed

therefore.

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