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GRANITE, MASONRY STONE AND PATTI KATLA MINE

VILLAGE – GUDHAGODJI, TEHSIL – UDAIPURWATI, DISTRICT – JHUNJUNU (RAJ.)

Production Capacity: - Granite – 73,640 TPA, Masonry Stone – 6,25,940 TPA, Patti Katla – 36,820 TPA

Project Cost: - Rs. 1.00 Crore (Approx.)

Area: – 60.8105 Hectare; ML No: - 3/ 99

Lease Validity: - 20 Years (19.03.2004 to 18.03.2024).

PROPOSAL

FOR

TERMS OF REFERENCE

(As per EIA Gazette Notification dated 14.09.2006)

Applicant: - Sh. Suryakant Gadiya

# C – 96, Ambabari, Jaipur (Raj.) 302039.

Phone No.:- 09414054133; Email: - [email protected]

Proposed Study Period: - March, April and May’ 2016.

ENVIRONMENTAL CONSULTANT

ENKAY ENVIRO SERVICES PVT. LTD.

(At S. No. 44, As per NABET list of Accredited Consultant Organizations)

Corporate Office: - L-G-6, Lower Ground Floor, Corporate Park, Gopal Bari, Ajmer Road, Jaipur – 01

Phone: - 0141-4013996, 4016996, Fax No.:- 0141 – 4026996

Email: – [email protected], web site: – www.enkayenviro.com

PROJECT : GRANITE, MASONRY STONE AND PATTI KATLA MINE PRE - FEASIBILTY REPORT

APPLICANT : SURYAKANT GADIA

DOCUMENT NO.: EESPL/GMM/ 001/ 69 – EC/ MINE/ 2011/ 174

ENKAY ENVIRO SERVICES PVT. LTD., JAIPUR APPLICANT

JANUARY’ 2016 1 SURYAKANT GADIA

PRE – FEASIBILITY

REPORT






INDEX

1.1 EXECUTIVE SUMMARY ................................................................................................. 5

1.1 SALIENT FEATURES OF THE PROJECT ..................................................................... 5

1.2 PROPOSED PLANNING................................................................................................. 6

2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION ....................... 7

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ................................... 7

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT ............................................... 8

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

REGION .......................................................................................................................... 8

2.4 DEMAND - SUPPLY GAP ............................................................................................... 9

2.5 IMPORTS VS. INDIGENOUS PRODUCTION ................................................................. 9

2.6 EXPORT POSSIBILITY .................................................................................................. 9

2.7 DOMESTIC/ EXPORT MARKETS .................................................................................. 9

2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT .. 10

3.0 PROJECT DESCRIPTION ............................................................................................ 10

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT

PROJECTS, IF ANY. .................................................................................................... 10

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

PROJECT BOUNDARY AND PROJECT SITE LAYOUT) WITH COORDINATES ....... 10

3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING

THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL

CONSIDERATIONS GIVEN INTO SHOULD BE HIGHLIGHTED. ................................. 11

3.4 SIZE OR MAGNITUDE OF OPERATION ...................................................................... 11

3.4.1 REGIONAL GEOLOGY ................................................................................................. 11

3.4.2 LOCAL GEOLOGY ........................................................................................................ 12

3.4.3 HYDROGEOLOGY........................................................................................................ 13

3.4.4 MINERAL RESERVES .................................................................................................. 14

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/

FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE

PROJECT ETC. SHOULD BE GIVEN). ........................................................................ 14

3.5.1 YEAR WISE PRODUCTION DETAILS .......................................................................... 15

3.5.2 PROPOSED METHOD OF MINING .............................................................................. 16

3.5.2.1 Open Cast Mining .......................................................................................................... 16

3.5.2.2 Salient Features of Mining Method ................................................................................ 16

3.5.3 EXTENT OF MECHANIZATION .................................................................................... 16






3.5.4 CONCEPTUAL MINING PLAN ...................................................................................... 17

3.5.4.1 Land Use Pattern .......................................................................................................... 17

3.5.5 DRILLING ...................................................................................................................... 18

3.5.6 BLASTING .................................................................................................................... 18

3.5.6.2 Explosive Used .............................................................................................................. 18

3.5.6.3 Powder Factor ............................................................................................................... 18

3.5.6.4 Storage of Explosive ...................................................................................................... 18

3.5.7 MINERAL TRANSPORTATION ..................................................................................... 19

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. ............................................................. 19

3.7 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE

PROJECT, IF ANY, SHOULD BE BRIEFLY OUTLINED. ............................................. 19

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

SOURCE SHOULD BE GIVEN ..................................................................................... 19

3.8.1 WATER ......................................................................................................................... 19

3.8.2 POWER ......................................................................................................................... 20

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

FOR THEIR MANAGEMENT/ DISPOSAL. ................................................................... 20

4.0 SITE ANALYSIS ........................................................................................................... 20

4.1 CONNECTIVITY ............................................................................................................ 20

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ................................................... 21

4.2.1 LANDFORM .................................................................................................................. 21

4.2.2 LAND USE .................................................................................................................... 21

4.2.3 LAND OWNERSHIP ...................................................................................................... 21

4.3 TOPOGRAPHY (ALONG WITH MAP) .......................................................................... 21

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. .......................................................................................................................... 21

4.5 EXISTING INFRASTRUCTURE .................................................................................... 22

4.5.6 BASIC AMENITIES ....................................................................................................... 22

4.6 SOIL CLASSIFICATION ............................................................................................... 22






4.7 CLIMATE ...................................................................................................................... 23

4.8 SOCIAL INFRASTRUCTURE AVAILABLE .................................................................. 23

5.0 PLANNING BRIEF ........................................................................................................ 24

5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, AND

TRANSPORTATION ETC.) TOWN AND COUNTRY PLANNING/ DEVELOPMENT

AUTHORITY CLASSIFICATION. .................................................................................. 24

5.2 POPULATION PROJECTION ....................................................................................... 24

5.3 LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.) ................... 24

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL) .......... 25

5.4 AMENITIES/ FACILITIES .............................................................................................. 25

6.0 PROPOSED INFRASTRUCTURE ................................................................................ 26

6.1 INDUSTRIAL AREA (PROCESSING AREA) ................................................................ 26

6.2 RESIDENTIAL AREA (NON PROCESSING AREA) ..................................................... 26

6.3 GREEN BELT ............................................................................................................... 26

6.4 SOCIAL INFRASTRUCTURE ....................................................................................... 26

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

WAYS ETC.) ................................................................................................................. 26

6.6 DRINKING WATER MANAGEMENT (SOURCE AND SUPPLY OF WATER) .............. 26

6.7 SEWERAGE SYSTEM .................................................................................................. 27

6.8 INDUSTRIAL WASTE MANAGEMENT ........................................................................ 27

6.9 SOLID WASTE MANAGEMENT ................................................................................... 27

6.10 POWER REQUIREMENT AND SUPPLY / SOURCE .................................................... 27

7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN) ........................................... 27

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) ......................................... 27

8.0 PROJECT SCHEDULE AND COST ESTIMATES ........................................................ 28

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF

COMPLETION (TIME SCHEDULE FOR THE PROJECT WILL BE GIVEN). ................ 28

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC

VIABILITY OF THE PROJECT. .................................................................................... 28

9.0 ANALYSIS OF PROPOSAL ......................................................................................... 29

9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE

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

THE AREA .................................................................................................................... 29

10.0 CONCLUSION .............................................................................................................. 30






1.0 EXECUTIVE SUMMARY

1.1 EXECUTIVE SUMMARY

The lease area of Granite, Masonry Stone and Patti Katla Mine (ML No. – 3/ 99) is

situated near Village - Gudhagodji, Tehsil – Udaipurwati, District- Jhunjhunu, Rajasthan

for an area of 60.8105 ha.

The Mining lease has been second time renewed vide Govt. order no. ME/ Sikar/ Minor/

3/ 99/ 2356 dated 20.02.2000 for a period of 20 years for an area of 145.6855 ha. in

favour of Sudhir Kumar Gadia.

The applicant has surrendered the area of 84.875 ha. vide order no. ME/ Sikar/ Ri./

Minor/ ML 3/ 99/ 2253 dated 22.12.2003 and retained only an area of 60.8145 ha.

The Mining Lease has been transferred in favour of Sh. Suryakant Gadia vide Govt.

order no. ME/ Sikar/ Ri/ Minor/ ML 3/ 99/ 1840 dated 24.07.2004.

The draft Mining Plan has been submitted. Site inspection in compliance to scrutiny

comments has been done on dated 08.12.2015. Also a letter for final submission of

corrected copies is dispatched dated 16.12.2015.

The lessee is a private individual and interested in mining since last so many years. The

applicant has interested to increase the production capacity to the tune of Masonry

Stone – 6,25,940 TPA, Patti Katla – 36,820 TPA and Granite – 73,640 TPA due to

increased market demand in construction and infrastructure sector.

1.1 SALIENT FEATURES OF THE PROJECT

Particulars Details

Latitude 27°52' 43.45" N

Longitude 75°31' 34.89" E

Toposheet No. 45 M/ 9

Total Mine Lease area 60.8105 hectare

Mineable Reserves 2,06,25,560 Tonnes

Production Masonry Stone – 6,25,940 TPA, Patti Katla – 36,820 TPA and

Granite – 73,640 TPA.

Life of Mine 26.79 Years

Estimated project cost 1.0 Crores

Man Power 40 Persons

Elevation Highest – 580 MSL; Lowest – 420 MSL.

Land use Govt. Waste Land (Gair Mumkin Pahar)

Nearest habitation/ town Gudhagodji ~ 1.482 Km, SSW






Nearest Airport Jaipur International Airport ~ 119.210 Km, SSE

Nearest Highway SH – 37 ~ 921m, E

Nearest railway track from mine

boundary

Nawalgarh – 26.784 Km, WSW

Power supply Electric power is available near the lease area.

Nearest Telephone Gudhagodji ~ 1.482 Km, SSW

Nearest Dispensary and Govt. Hospital

(Source: All distances are taken with respect to Google

Earth).

Name Distance (Km) Direction

(From Lease Boundary)

Education

Tagore Bal Niketan Senior Sec.

School, Gudhagodji.

520 m SE

Bal Sadhana, Gudhagodji. 580 m SSW

IBN Sen Sec School, Gudha

Guadjika.

812 m S

Hospitals

PHC, Gudhagodji. 750 m SSW

PHC, Teetanwar 5.161 NNW

Educational facility

Water demand and supply 10.0 KLD and will be met from tanker supply of nearby villages.

Nearest tourist places None within study area.

Defense installations None within study area.

Archeological Features None within study area.

Ecological sensitive zones None within study area.

Nearest Forests S. No. Forests Distance (Km) Direction

1. Kankariya Block P.F. 8.416 SSE

(Source: All distances are taken with respect to S.O.I. GT

Sheet.)

Nearest streams/ rivers/ water bodies

(from mine boundary)

S. No. Water Bodies Distance (Km) Direction

1. Kantli River 10.105 ENE

(Source: All distances are taken with respect to S.O.I. GT

Sheet.)

Seismic zone According to BMTPC’s vulnerability atlas, II edition, the area

falls in a region of low damage risk zone, seismic zone – II.

1.2 PROPOSED PLANNING

Mining Method: Opencast Semi-Mechanized Method

Project Cost : Rs. 1.0 Crore

Production : Masonry Stone – 6,25,940 TPA, Patti Katla – 36,820 TPA and Granite

– 73,640 TPA






Table 1: Land Use of lease area

S. No. Particulars Present land

use (Ha.)

At the end of

5th

year (Ha.)

Conceptual Phase

(Ha.)

1. Pits & Quarries 1.00 5.20 22.4 (Water Reservoir)

2. Storage of top soil 0.00 0.01 0.00

3. Overburden Dump 0.01 0.30 0.30 (Reclaimed by

Plantation)

4. Mineral/ Sub – grade stack 0.00 0.02 0.00

5. Infrastructure including of Office,

Workshop & road, cart track.

0.00 0.02 0.02 (Public Use)

6. Roads 0.08 0.10 0.10 (Public Use)

7. Plantation 0.20 2.0 8.00

8. Un-disturbed 59.5205 53.1605 29.9905

Total 60.8105 60.8105 60.8105

2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

The lease area is 60.8105 ha. of Granite, Patti Kattla and Masonry Stone Mine (ML No.

– 3/ 99) and cost of the proposed expansion will be approx. Rs. 1.0 Crores. The

proposed expansion project is situated near Village – Gudagodji, Tehsil – Udaipurwati,

District - Jhunjhunu, Rajasthan.

Consent to Operate has been obtained from the Office of RSPCB, Jaipur vide letter no.

RPCB/ JHM – 021/ 2348 dated 09.10.2007 which is valid up to 31.01.2010. The renewal

applications for the same has been online uploaded vide application no. 130351 dated

03.11.2015.

The Project Proponent is a private individual and engaged in mining since so many

years. The main objective to be pursued by the applicant is to carry the business of

prospecting, exploring, operating and working on mines and quarries. The main market

for mineral is around and in Jaipur and nearby towns and will be utilized in construction

works of buildings and roads.

Name and address of the

Applicant

Suryakant Gadia (Applicant)

C – 96, Ambabari, Jaipur

(Raj.).

Mobile No. – 09414054133

Email:- [email protected]






2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT

The lease area is 60.8105 ha. Total minable reserve available is 2,06,25,560 MT of

Masonry stone, Granite and Patti Katla. The expected life of mine will be 26.79 years.

Total waste generated during the first five year wll be 2,75,820 Tonnes. The mineral will

be transported through trucks/ tippers.

At the conceptual stage, the total excavated area will be 22.4 ha., which will be used as

a water reservoir. Water reservoir will ultimately help in recharging the water table and

also help in cultivation and irrigation. Water requirement of 10.0 KLD for the project will

be met by water tanker supply. The ultimate pit limit will be 380 MSL at conceptual

stage. The water table is at 45-50m below the general ground level (400 MSL) i.e. 345

MSL in Pre-monsoon and 350 MSL in Post – monsoon season. Thus ground water table

will not be encountered 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 minerals will be used in indigenous market. The

excavated mineral will be dressed as finished good made ready for use. The mining

project will fulfill its end uses in construction purposes.

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 raised an

average of 7.7 percent annually 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

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

Masonry stone, Granite and Patti Katla is widely used in construction activities as main

raw material and Granite for finishing purposes. It is available in almost all the parts of

the State. Masonry stone contributes about 40% of total minor mineral leases granted in

the state. Most of the lessees are from rural areas. India is the largest producer of

building stones in the world (40.2 Million tons in 2010) endowed with vast resources of

masonry stone. The anticipated annual growth in consumption would be around 15%.

Demand for construction aggregates in India amounted to 1.1 billion metric tons in 2006,

making the country the third biggest aggregates market. 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 masonry stone, making up 40 percent of total

2006 aggregates demand. Gravel accounts for the next largest share of demand,

followed by sand and other aggregate materials. Much of the nation's aggregates supply

is provided by small, locally based quarry and pit operators, although a few foreign

multinationals, operate aggregate mining and processing facilities in India, as well.

Construction aggregates demand in India is expected to rise at a 7.7 percent annual

pace to 1.6 billion metric tons in 2011, a deceleration from the 2001-2006 periods, but

still above projected growth for the Asia/ Pacific region as a whole. Ongoing

industrialization and government plans to expand and upgrade the country's physical

infrastructure will fuel market growth of Granite stone too.

2.6 EXPORT POSSIBILITY

Masonry stone, Granite and Patti Katla production from the mine will cater to the needs

of well established domestic markets. No export is possible as indigenous demand is

huge.

2.7 DOMESTIC/ EXPORT MARKETS

Domestic demand is one of the main reasons for the rapid growth of Masonry stone,

Granite and Patti Katla business in India. Thus, domestic market for Masonry stone,

Granite and Patti Katla as building material is well established.

Since, it is an allied industry of the construction sector, growth in construction sector may

be considered as proxy for the growth in stone crushing sector. The market scope for

masonry stone is found to be encouraging in local market with the increased demand






from building industry & construction fields. There is also a sufficient demand from Govt.

Contractors for laying of roads and in construction industries etc.

2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE

PROJECT

The proposed expansion project generates employment for around 40 people. Priority

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

employed:-

Table 2: Provisional Number of Proposed Staff and Workers

Particulars No. of Persons Remark

Skilled 15 Employment to

local people. Semi-Skilled 15

Un-Skilled 20

Total 40

3.0 PROJECT DESCRIPTION

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT

PROJECTS, IF ANY.

This is a semi mechanized open cast Masonry stone, Granite and Patti Katla mining

project. Mineral will be used in civil and construction works. Building construction,

irrigation canals, dams, roads, bridges and other infra structural facilities are the areas,

where the material will be consumed.

3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION,

AND PROJECT BOUNDARY AND PROJECT SITE LAYOUT) WITH

COORDINATES

The proposed Masonry Stone, Granite and Patti Katla Mine is situated at Khasara Nos.

3, 372, 721, 499 & 502 near Village – Gudhagodji, Tehsil – Udaipurwati, District –

Jhunjunu, Rajasthan in an area of 60.8105 hectare. The project site falls in Survey of

India Toposheet No. 45 M/9.

The geographical location with respect to boundary pillars of the proposed expansion

project are:-

Table 3: Geographical Position of the Boundary Pillars

Pillars Latitude (N) Longitude (E)

A 27°52’43.45” 75°31’34.89”






E 27°52’47.62” 75°31’41.06”

F 27°52’47.02” 75°31’50.18”

G 27°52’3.13” 75°31’2.53”

H 27°52’14.65” 75°31’4.87”

I 27°52’28.37” 75°31’12.16”

J 27°52’36.82” 75°31’28.8”

K 27°52’34.08” 75°31’34.78”

L 27°52’56.82” 75°31’13.17”

F 27°52’47.02” 75°31’50.18”

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

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 process.

3.4 SIZE OR MAGNITUDE OF OPERATION

The size and magnitude of the lease area is as given below:-

Table 4: Size or Magnitude

S. No. Particulars Details

1. Lease Area (Ha.) 60.8105

2. Mineable Reserves 2,06,25,560 Tonnes

3. Production Masonry Stone – 6,25,940 TPA, Patti Katla

– 36,820 TPA and Granite – 73,640 TPA.

4. Mine Waste 2,75,820 Tonnes

5. Life of Mine (Years) 26.79

6. Period of the Lease 20 Years

7. Total Man Power (Nos.) 40

3.4.1 REGIONAL GEOLOGY

Geologically, the area belongs to Post Delhi. It overlay Delhi Super Group composing

Railo, Alwar & Ajabgarh Groups. An unconformity divides Delhi Super Group & Bhilwara

Super Group. The regional stratigraphic succession of rocks is as follows:-






Table 5: Regional Geology

Recent Soil

Post Delhi Intrusive Pegmatite, Granite, Intrusive, Quartz Veins

Bhilwara Super Group Mangalwar Complex Biotite Schist, Dolomite, Amphibolite, Schist, Feldspethic

Quartzite, Mica Schist

Delhi Super Group Ajabgarh Group Brecciated Quartzite, Quartzite, Ortho Quartzite,

Phyllite, Impure Marbel, Amphibolite, Carbonaceous

Phyllite, Quartzite, cal-Silicates

Alwar Group Massive Quatzite, Schist, Conglomerate, Quartzite

3.4.2 LOCAL GEOLOGY

The granite rock observed in the area is the main rock type in the lease area. The rock is

exposed in whole lease area. No fault, fold or any other geological disturbances

encountered in the lease area. The strike of the deposit is N-S and dip seems vertical.

The rock has joints and cracks in maximum part. The granite boulders are observed at

the top portion and it seems compact. Succession of rocks in the lease area is as given:-

Recent Soil

Post Delhi Intrusive Granite

Granite rocks are exposed in the area and no other rock unit is exposed in the applied

rocks. The granite of this area occurs in Post Delhi Group.

Figure 1: Geological Map (Source: GSI)

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






3.4.3 HYDROGEOLOGY

The study area falls in Udaipurwati block of Jhunjhunu district, which is under notified

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 mean annual rainfall of last 10

years (2005 to 2014) for the nearest rain gauge station – Udaipurwati is about 534 mm,

based on IMD data.

The area is largely occupied by quartz mica schist, phyllite along with granite &

pegmatite intrusives as main aquifers. Movement of groundwater in these hard rock 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 75 m in pre-monsoon to 72 m in post

monsoon below ground level. Average seasonal fluctuation in the study area is around 3

m as per CGWA district groundwater brochure. (Source: CGWB, 2009)

The quality of water is fresh in the study area as revealed by Hydro inventory. The

ground water quality in terms of TDS is less than 2000 mg/liters in studied area.

The yield of water from existing wells in project premises varies from 35 m3/day to 45

m3/day as revealed by hydrogeological survey. The drawdown was more than 10 m in

pumping well.

Figure 2: Geohydrological Map of the Jhunjhunu District (Source: CGWB, 2009).






3.4.4 MINERAL RESERVES

In this area the mineral exposures are bordering to the lease boundary. 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 following:-

Table 6: Reserve Estimation according to UNFC Classification

S. No. Total Mineral Resources (A + B) Code Reserves

A. Mineral Reserves

Patti Katla

1. Proved Mineral Reserves 111 5,04,740

2. Probable Mineral Reserves 121 52,618

Granite


2. Probable Mineral Reserves 121 10,52,370

Masonry Stone


2. Probable Mineral Reserves 121 89,45,130

B. Remaining Mineral Lease Barrier + Locked in UPL

Patti Katla

1. Feasibility Mineral Resources 211 44,030

2. Prefeasibility Mineral Resources 221 47,580

3. Inferred Mineral Resources 333 2,02,760

Granite

1. Feasibility Mineral Resources 211 88,070

2. Prefeasibility Mineral Resources 221 95,170


Masonry Stone

1. Feasibility Mineral Resources 211 7,48,560

2. Prefeasibility Mineral Resources 221 8,08,930


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 7: Year wise production for the Five Years Period

(In Tonnes)

Year ROM Mineral Patti Katla Granite Masonry

Stone

Waste

2013-14 Year passed

2014-15 3,86,420 3,47,780 17,390 34,780 2,95,610 38,640

2015-16 6,38,040 5,74,240 28,710 57,420 4,88,110 4,88,110

2016-17 8,15,570 7,34,010 36,700 73,400 6,23,910 6,23,910

2017-18 8,18,220 7,36,400 36,820 73,640 6,25,940 6,25,940

Total 26,58,250 23,92,430 1,19,620 2,39,240 2,39,240 20,33,570

The map showing working plan is enclosed as Annexure – XIII.

3.5.1.1 Production Record

The production record during the last years is as given below:-

Table 8: Production Record

Years Production (Tonne)

1198 – 99 456

1999 – 2000 379

2000 –01 549

2001 – 02 201

2002 – 02 Nil

2002 – 03 618

2003 – 04 1,015

Removal of Top Soil/ Overburden

Excavation by Drilling & Blasting

Loading & Transportation by

Excavator-Tipper Combination

Stacking at Designated Areas

Dispatch






2004 – 05 4,254

2005 – 06 1,741

2006 – 07 3,796

2007 – 08 25,135

2008 – 09 9,437

2009 – 10 176

2010 – 11 1,114

2011 – 12 264

2012 - 13 Nil

3.5.2 PROPOSED METHOD OF MINING

Since the mineral is laying on the sub surface therefore the existing Masonry Stone,

Granite and Patti Katla will be developed by semi mechanized opencast mining 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 and width will be maintained 6.0m each. The workings are proposed in slices of

1.5m height each. The face slope will be 85°, whereas ultimate pit slope is proposed 45°.

The mineral will be transported through tipper/ tractor trolleys/ trucks. The drilling is

being done by Jack hammer using 1.5m effective drill roads with 32mm diameter bits.

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 6.0m.

� The workings will be proposed in slices of 1.5m each.

� Face slope will be maintained 85°.

� Ultimate pit slope is proposed 45°

� Drilling will be done by Jack Hammer using 1.5m with effective drill roads with 32mm

diameter bits.

3.5.3 EXTENT OF MECHANIZATION

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






Table 9: List of Machineries

3.5.4 CONCEPTUAL MINING PLAN

The applied area is having Masonry Stone, Granite and Patti Katla throughout the area.

The mineable reserves are arrived to be 2,06,25,560 MT. The annual production is

estimated to be Masonry Stone – 6,25,940 TPA, Patti Katla – 36,820 TPA and Granite –

73,640 TPA. Life of the mine will be 26.79 years. Ultimate pit level will be 380 MSL.

3.5.4.1 Land Use Pattern

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

Table 10: Conceptual Land Use Plan

S. No. Particulars Present land

use (Ha.)

At the end of

5th

year (Ha.)

Conceptual Phase

(Ha.)

1. Pits & Quarries 1.00 5.20 22.4 (Water Reservoir)

2. Storage of top soil 0.00 0.01 0.00

3. Overburden Dump 0.01 0.30 0.30 (Rehabilitated by

Plantation)

4. Mineral/ Sub – grade stack 0.00 0.02 0.00

5. Infrastructure including of Office,

Workshop & road, cart track.

0.00 0.02 0.02 (Public Use)

6. Roads 0.08 0.10 0.10 (Public Use)

7. Plantation 0.20 2.0 8.00

8. Un-disturbed 59.5205 53.1605 29.9905

S. No. Machine Type Capacity Specification No. of Items

1. Excavator – JCB – 3D or other

hydraulic loader/ excavator.

0.3 Tonne bucket to

1.1 Tonne bucket

As required 2 or 3

2. Tippers 20 – 40 Tonne

capacity

As required 8

3. Drills – Direct drilling LD – 4

model or other suitable

Jack Hammer

6m deep hole with

100mm dia

-- 1

2

4. Compressor – ELGI or other 300 cfm, 150psi 160 HP each 1

5. Derrick Crane 20 Tonnes 42 HP each 1

6. Wire Saw 25m 41 HP each 2

7. DG Set - Kirloskar or other 63 kVA each 63 kVA each 1

8. Tractor -- 40 HP 1

9. Water Tanker 4000 l -- 1






Total 60.8105 60.8105 60.8105

The conceptual plan is enclosed as Annexure – XIV.

3.5.5 DRILLING

The excavation of mineral is proposed by excavators. The mineral is easily exploitable

by excavators. The hard strata are proposed to be excavated after drilling and blasting

as and when required.

3.5.6 BLASTING

The blasting is needed to excavate the Masonry Stone (Cheja Pathar). 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 11: Broad Blasting Parameters

Drill Rod : 1.5m Effective Length

Drill Machine : Jack Hammer

Burden : 0.8m

Spacing : 1.0m

Hole Diameter : 32mm

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 0.125kg of booster, 6.0kg/m of explosive and one detonator.

Table 12: Broad Blasting Parameters

Powder Factor : Effective Depth of hole x Burden x Spacing x Bulk Density

Total Charge (Kg)

: 1.5 x 0.8 x 1.0 x 2.6

0.125 + 0.5

: 3.12/ 0.625 = 4.992 tonnes of rock/ kg of explosive

3.5.6.4 Storage of Explosive

For the purpose of storage, the Project Proponent will apply for explosive magazine of

100 kg capacity and ANFO mixing shed to the competent authority.






3.5.7 MINERAL TRANSPORTATION

Loading of mineral will be done manually/ excavator and will be sent to the mineral

stockyard (0.02 ha.) located within the lease area. Tippers of 20T will be used for

transportation of mineral. It is expected that 123 trips will be required to transport on

daily basis. For, movement of daily production (2,455 tonnes) of minerals outside the

lease area 20 T trucks will be deployed requiring 10 trips per hour. Thus, the impact due

to movement of trucks from the mine will be marginal and well within the capacity of the

roads.

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 Masonry stone, Granite and Patti Katla.

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.

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 expansion will be 10.0 KLD. The detailed

breakup of the same is given below:-

Table 13: Water Demand

S. No. Particulars After Expansion

1. Domestic 1.5

2. Dust Suppression 8.5

3. Plantation

Total 10.0

The water demand will be met from tanker supply of nearby villages.






3.8.2 POWER

Electric power is available near the lease area.

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

SCHEME FOR THEIR MANAGEMENT/ DISPOSAL.

About 2,75,820 tonnes of waste will be generated at the end of five years period. This

waste will be partly used in the construction and maintenance of approach roads and

partly will be dumped within the lease area.

The details as tabulated below:-

Table 14: Waste Generation (Liquid and Solid)

4.0 SITE ANALYSIS

4.1 CONNECTIVITY

Table 15: Connectivity

S. No. Name Distance (km) Direction


Nearest Railway Station

1 Nawalgarh 26.784 WSW

Nearest Airport

2 Jaipur International Airport 119.210 SSE

Nearest Highway

3 SH – 37 921 m E

Activity Quantity of waste Proposed Treatment / Disposal

Mine Waste (TPD) 184 Partly used in the construction

and maintenance of approach

roads and partly will be

dumped within the lease area.

Municipal

Solid

Waste

No. of mine workers 40 JMC sites

Biodegradable Waste (kg /day) 4.5

Non-biodegradable waste (kg /day) 1.5

Total Waste Generation @ 0.15 kg/day approx. 6.0

Domestic

Wastewater

Total Water Requirement (KLD) 1.5 Septic tank followed by soak

pit Wastewater Generation (KLD) 1.0






4.2 LAND FORM, LAND USE AND LAND OWNERSHIP

4.2.1 LANDFORM

The mining lease area comprises of hilly terrain with highest and lowest elevation is 580

MSL and 420 MSL. There is no water body or nallah within the lease area. However, the

drainage of the lease area is towards NW and SE.

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 Govt. Waste Land (Gair Mumkin Pahar). The map

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

4.3 TOPOGRAPHY (ALONG WITH MAP)

The mining lease area is situated near Village – Gudhagodji, Tehsil – Udaipurwati,

District – Jhunjhunu. Topographically, the applied lease area comprises of hilly land

gently sloping towards NW and SE. The highest elevation of the lease area is 580 MSL.

The drainage of the lease area is towards NW and SE.

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 16: Existing Land Use Pattern

S. No. Particulars Forest

Land

Grazing

Land

Govt. Waste

Land

Private

Land

Total

1. Pits & Quarries -- -- 1.00 -- 1.00

2. Storage of top soil -- -- 0.00 -- 0.00

3. Overburden Dump -- -- 0.01 -- 0.01

4. Mineral/ Sub – grade stack -- -- 0.00 -- 0.00

5. Infrastructure including of

Office, Workshop & road,

cart track.

-- -- 0.00 -- 0.00






6. Roads -- -- 0.08 -- 0.08

7. Plantation -- -- 0.20 -- 0.20

8. Un-disturbed 59.5205 -- 59.5205

Total -- -- 60.8105 -- 60.8105

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 17: Basic Amenities

4.6 SOIL CLASSIFICATION

According to 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. The names of the soils orders occurring in the state and their

subdivisions up to the great group level are given in Table 18.

Table 18: 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.

Name Distance (Km) Direction


Education

Tagore Bal Niketan Senior Sec. School, Gudhagodji. 520 m SE

Bal Sadhana, Gudhagodji. 580 m SSW

IBN Sen Sec School, Gudha Guadjika 812 m S

Hospitals

PHC, Gudhagorji 750 m SSW

PHC, Teetanwar 5.161 NNW

Source: All distances are taken with respect to Google Earth.






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.

4.7 CLIMATE

The climate of the area is semi-arid zone. The average rainfall remains around 300mm/

year. The maximum and minimum temperature remains 44°C, 24°C and 4°C. The

maximum precipitation takes place during in the month of July and August. The hottest

months are may and June and coldest are December and January.

4.8 SOCIAL INFRASTRUCTURE AVAILABLE

The well established social infrastructure like hospitals, 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, AND

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 expansion will produce with the capacity of Masonry Stone – 6,25,940

TPA, Patti Katla – 36,820 TPA and Granite – 73,640 TPA. It will be used for construction

purposes. Mineral will be transported by trucks/ tippers to final consumers.

5.2 POPULATION PROJECTION

The proposed expansion will employ 40 local workers and will not contribute to the

projected local population in the study area.

Name Distance & Direction Population Males Females

Bhorki 4.705 km, WSW Rural 5,687 2,825 2,862

Teetanwar 5.131 km, NNW Rural 5,552 2,771 2,781

Gudhagodji 678 m, ESE Rural 13,369 6,818 6,551

Total 24,608 12,414 12,194

*Source: Census of India, 2011

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

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

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

Existing 0.20 200 -- -- -- -- -- -- 0.20 200

I 0.6 600 -- -- -- -- -- -- 0.6 600

II 0.6 600 -- -- -- -- -- -- 0.6 600

III 0.6 600 -- -- -- -- -- -- 0.6 600

Vth

Year

Onwards

6.0 6,000 0.30 300 -- -- -- -- 6.3 6,300

Total 8.0 8,000 0.30 300 -- -- -- -- 8.3 8,300

However, in order to compensate the loss of vegetation cover, it is suggested to carry

out extensive afforestation program mainly in and around the mine lease area.






Appropriate plant species of different life forms have been suggested in the following

table to grow and to re-establish the vegetation cover and thereby provide habitat for the

faunal species. The list of plant species suggested includes the following criteria:-

� Tree species which are well adapted to local environmental setting, tall, bearing

larger canopy cover and leaf area.

� Tree species of different size classes (small, medium and larger) were suggested

to maintain the different canopy levels at vertical profile.

� Fruit trees in the selection list would help to attract birds and fruit eating bats which

are locally available.

� Wild species were suggested to provide habitat for faunal species, increase the

faunal species diversity and maintain the naturalness.

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL)

The mine site has its own approach road and well connected to the nearest highway.

SH-37 is situated at a distance of 921 m towards E from the mine site which will help in

communicating workers and transportation of mineral. Nawalgarh Railway Station is

situated at 26.784 km towards WSW from the mine site.

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:-

� Mine office

� First aid room

� Store facility

� Toilet facility: The toilets facility already provided

� Drinking water facilities: Potable water are provided

� Rest shelters: Rest shelter room is provided to take lunch and rest for the

workers.

The project expansion envisages improvement in the facilities provided to workers.

Provision for the same has been made as given below:-

Table 20: Facilities provided to workers

S. No. Activities Capital Cost

*Rs In thousands

Recurring Cost

*Rs In thousands

1. Shelter 26.0 5.0






2. Health Facility 32.0 20.0

3. Drinking Water 12.0 8.0

4. Sanitation Facilities 20.0 7.0

5. Education 5.0 5.0

Total 95.0 45.0

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

The existing project is situated at Village – Gudhagodji, Tehsil – Udaipurwati, District –

Jhunjhunu (Rajasthan). Local population will be employed by the Project Proponent in

the Masonry Stone, Granite and Patti Katla 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 total water requirement for the proposed expansion will be 10.00 KLD. The drinking

and other water demand will be sourced by the tanker supply from nearby villages.

The existing water demand is given below:-






S. No. Particulars Water Demand (KLD)

1. Domestic Water 1.5

2. Mines Operation

(Dust Suppression and Plantation)

8.5

Total 10.00

After Proposed Expansion

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 expansion.

6.9 SOLID WASTE MANAGEMENT

The same has been given in point no. 3.9.

6.10 POWER REQUIREMENT AND SUPPLY / SOURCE

Electric power is available near the lease area.

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)

Since, it is an existing mine and there is no habitation in the lease area, therefore

rehabilitation & resettlement plan is not required/ applicable.

Daily Water Demand – 10.0

Domestic – 1.5 KLD Mining – 8.5 KLD

(Dust Suppression + Plantation)

Septic Tank followed by soak pit

1.0 KLD

Consumption – 0.5 KLD






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 21: Expected Time Schedule for the Project

S. No. Particulars Time Schedule

(in month)*

Remark If any

1st

2nd

3rd

4th

5th

1. Environmental Clearance

2. Consent To Establish Project Establishment Period

3. Consent To Operate Production Start Period

*Time line may vary; subjected to rules & regulation / & other unforeseen circumstances

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF

ECONOMIC VIABILITY OF THE PROJECT.

The proposed project cost will be Rs. 1.0 crore.

Table 22: Estimated Project Cost and Economic Viability

S. No. Particulars Details

1. Estimated Project Cost (Fixed cost) 1.0 Cr. (including operational cost)

2. Plant & Machinery On Hired Basis

3. Vehicles On Hired Basis

4. Furniture & Fixture & office equipments Nil (as project is existing hence all necessary

are available)

5. Cost of Production Rs. 90 – 100 / ton

6. Masonry Stone Market Price 150 – 200 per ton

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 23: Expenditure Proposed for Environmental Protection Activities

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

1 Air Pollution Control - Water Sprinkling 30,000 20,000

2 Water Pollution Control 30,000 10,000

3 Environmental Monitoring and Management 60,000 50,000

4 Green Belt Development 30,000 20,000

Total 1,50,000/- 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

There will be social benefits from the mining operations. The core benefit of the

proposed expansion is the availability of Masonry stone, Granite and Patti Katla in

construction industries. The underlying benefits through the proposed expansion are:-

Table 24: 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: 40 Approx.

Indirect Employment to locals : 20 Approx.

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

schools of nearby villages

The appropriate amount of CSR is proposed to be Rs. 1.0 lacs as capital cost and Rs.10,000/- as

recurring cost till the life of the mine.

The proposed expansion project is a Masonry Stone, Granite and Patti Katla mine and is

providing to their employee’s and local people all basic facilities. As a Corporate Social

Responsibility, following activities along with budget provision are proposed for

improving the conditions in and around the project area.

Table 25: Corporate Social Responsibility

S.

No.

Activity Capital

Cost

(in Rs.)

Recurring

Cost

(In Rs.)

1. Erection of Rainwater Collection & Storage structures in the

Government facilities as follows :

Erection of rainwater storage Tank and connection from the

collection will provide benefit to the local people viz:-

Villages Beneficiaries

Bhorki 5,687

Govt. Primary School, Singnor. 3.54km, SSW Year 1

Govt. Higher Sec. School, Gudha

Gorji

1.98 km, SSW Year 2

PHC, Bhorki 6.95 km, SW Year 3

PHC Singnor 3.78 km, SSW Year 4

PHC, & Aanganbadi Gudha Gorji 2.02 km, SSW Year 5

1,00,000 10,000






Singnor 6,193

Gudhagodji 13,369

Total 1,00,000 10,000

*Source: Distance & direction from Google Earth.

10.0 CONCLUSION

It is predicted that socio-economic impact due to this project will positively increase the

chance of more employment opportunities for local inhabitants. There are no

Resettlement and Rehabilitation issues involved in this project. The project

infrastructures will be of use to people of the area. The revenue of the State Govt. will be

definitely increasing due to the proposed activity. The entire project area is devoid of any

endangered flora and fauna. It is proposed to reclaim the land and develop green cover

and water reservoir in the mined out area. Thus the proposed project is not likely to

affect the environment or adjacent ecosystem adversely.

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

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