PRE FEASIBILITY REPORT - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/Online/TOR/02_Feb_2018... · Prepared by M/s Udaipur Min-Tech. Pvt .Ltd Applicant- M/s

PRE – FEASIBILITY

REPORT

Prepared by M/s Udaipur Min-Tech. Pvt .Ltd

Applicant- M/s Jai Mata Di Packaging 2 River Bed Sand/Morram Mining Project at Yamuna River

1. EXECUTIVE SUMMARY

Particulars Details

Project name River Bed Sand/Morram Mining Project at Yamuna

River from an area of 108.499 Hect.

Location

Village Dhaurahra Khadar

Tehsil Rajapur

District Chitrakoot

State Uttar Pradesh

Mining Lease Area & Type of

land.

Total Area – 108.499 ha.

The applied area is Govt. land & completely outside

of any restricted or protected area declared by any

state of central government.

Name of Mineral to be mined Sand/Morrum

Latitude 25°30'00.39"N to 25°30'38.64"N

Longitude 81°07'09.46"E to 81°08'00.12"E

Toposheet No. 63G/02 & 63G/03

Total Geological Reserves 1727897 m3 or 31102146 MT

Capacity Proposed production – 16,27,485 m3/ 2929473 TPA.

Life of Mine The expected life of mine depends upon

replenishment of each year. There is no specific life

of mine .

Estimated project cost 1.14 Crore/-

EMP Cost 5.00 Lac/- per year

DG Set As per Requirement

Highest and Lowest Elevation

Sr.

No.

Particulars Elevation

(mRL)

1. Highest 89.10

2. Lowest 83.80

Land use River Bed

Ultimate depth of Mining Up to 1.78 m bgl

Nearest habitation/ town Dhaurahra Khadar - About 1.0 km towards South

East Direction from mine site.

Nearest Airport Allahabad airport – about 76 km towards E

direction by road.

Nearest Highway S.H. – 13 About 9.0 km towards S Direction)

N.H. – 2 ( About 24.0 km towards North Direction)

Nearest Railway Station Nearest Railway Station is Sirathu – about 28 km

towards NE by road.



Power supply Power supply from nearby village or DG sets will be

used as per requirement.

Nearest Telephone Mobile phones will be available at mine site.

Nearest Dispensary and

Private Hospital

Dhaurahra Khadar & Rajapur

Educational facility Dhaurahra Khadar & Rajapur

Water demand and supply 20 KLD, Supply Dug wells / tube wells / water

tankers.

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 None within the study area

Nearest streams/ rivers/ water

bodies (from mine boundary)

The project itself lies on River Yamuna

.

Seismic zone Seismic zone – II

2.0 INTRODUCTION OF PROJECT /BACKGROUND INFORMATION.

M/S Jai Mata Di Packaging, Part. – Shri Ashish Girdhar & Shri Sachin Girdhar,

took active part and is on the list of successful bidder in the process of e-

tendering as per U.P Govt. order No. 1875/86-2017-57(s)/2017 TCI, dated

14.08.2017 under U.P. Minor Mineral (concession) Rule 1963 the Govt. made a

policy to auction the river bed sand/ Morrum ( except, the area where Hon’ble

high court has issued stay order) through e- tendering by the District magistrate

Chitrakoot for mining lease for period of 05 years.

After successful bidding District magistrate Chitrakoot has issued LOI in favor of

M/S Jai Mata Di Packaging, Part. – Shri Ashish Girdhar & Shri Sachin Girdha

for extraction of 16,27,485 cum/year sand / Morrum along the Yammuna river

over an area of 108.499 ha. Iin village –Dhaurahara Khadar, Gata No. 2Ka,

2Kha,3,4/1,4Ka,4Kha, 5,6,7,11,21/3,8,9,10, tehsil-Rajapur, District Chitrakoot

U.P. vide letter no 1144/ khanij/e-tendring/sahmati patra/2017/18,dated 28

November 2017. (LOI & Khasara plan is enclosed as annexure – I & II).

The District Magistrate also directed the proponent to get approved mining plan

for the mineable sanctioned quantity of 1627485 cum sand/ Morrum & to get



“Environment clearance certificate” as per MoEF Notification dated 14.09.2006 &

15.01.2016 for further action towards execution of lease deed.

The mining plan with Progressive mine closure plan has been approved under

rule 34 (2) of U.P. Minor Mineral (concession) Rule 1963 vide letter no.

2652/Mining Plan/2017. on dated 03.01.2018. (Annexure – III).

The mining will be carried out by open cast mechanized method.

The entire sand/morram produced will be used in construction of roads, buildings

and other infrastructures.

The project will also generate much needed employment to the local people.

Economy of the area will get a boost and there will be an overall growth of the

region in terms of standard of living, education, health and transport.

2.1 Identification of the Project and Project Proponent

Name of the Project River Bed Sand/Morram Mining Project at

Yamuna River from an area of 108.499 Hect.

Location Village- Dhaurahra Khadar, Tehsil-Rajpur

& District – Chitrakoot, State – Uttar

Pradesh

Proposed Production 16,27,485 m3/ 2929473 TPA

Mining Area 108.499 hect.

Applicant M/s Jai Mata Di Packaging Part – Shri

Ashish Girdhar & Shri Sachin Girdhar R/o

Flat No. .2 upper ground floor, W.Z. 508 B.Y.

6 Basai Darapur, New Delhi.



2.2 Brief Description of the Nature of the Project:

The Letter of Intent (LoI) was issued by The district magistrate Chitrakoot

U.P. in favor of M/s Jai Mata Di Packaging Part – Shri Ashish Girdhar &

Shri Sachin Girdhar vide letter no 1144/ khanij/e-tendring/sahmati

patra/2017/18,dated 28 November 2017

Mining of River Sand/morram is proposed in the river bed, the total mining

area is 108.499 ha. Mining will be carried out by opencast mechanized

method in the river bed. Proposed production is 16,27,485 m3/ 2929473

TPA of Sand/Morrum.

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

The demand for sand is increasing day by day construction activities &

infrastructure development. With the rapid pace of development and

industrialization, the demand of building material has enhanced manifold

in the last 10-15 years and the demand of sand has risen mainly in

infrastructure activities like roads, highways, buildings & townships. Sand

mining not only narrows the gap between the demand and supply if building

material but also enhances employment opportunities and economic growth

of the region.

Besides, the production will also benefit the State in the form of revenue

generation. Apart from this, the project will generate direct and indirect

employment opportunities from the nearby villages. Also, the mine

management will conduct medical camps at regular interval in the nearby

villages and will help in providing infrastructure like school furniture, water

tankers, etc.

2.4 Demands-Supply Gap:

There is large demand of sand for construction activities in the region.

Demand of the sand is fulfilled by this project of the follow grade to various

end users in the open market. The entire Sand (minor mineral) produced

will be used in the construction of roads, building and other

infrastructures.



2.5 Imports vs. Indigenous Production

There will be no import for the project. There will be indigenous inputs in

the entire mining activity.

2.6 Export Possibility

The mining activity is not prospecting exports.

2.7 Domestic/Export Markets

The sand/morram excavated from the proposed mine will be transported

from the site towards U.P. where it will be sold in the local market. The

proposed mining project aims to cater only the need of domestic market.

2.8 Employment Generation (Direct or Indirect)

The mining project will generate direct & indirect employment. About 110

people will get direct employment. The local persons will be given

employment in the project. Indirect employment in allied and related

industries, such as transportation, maintenance, food etc. will also be

generated by the project.



3.0 PROJECT DESCRIPTION

3.1 Type of Project including interlinked and interdependent projects:

The proposed project is not an interlinked project. It is an independent

project that involves extraction of sand/morram from Yamuna riverbed of

Chitrakoot Uttar Pradesh.

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

respectively).

State : Uttar Pradesh

District : Chitrakoot

Tehsil : Rajapur

Village : Dhaurahra Khadar

Google Image of the mining area –

TOPOSHEET NO. WITH LATITUDE AND LONGITUDE – The applied

area forms a part of Survey of India topo-sheet no. 63G/02, 63G/03.

The lease is located at following latitude and longitudes:

Latitude: 25°30'00.39"N to 25°30'38.64"N

Longitude: 81°07'09.46"E to 81°08'00.12"E

The highest elevation of the mining area is 89.10 mRL and lowest being

83.80 mRL.



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.

3.4 Size/Magnitude of Operation:

Total mining area as per the LoI is 108.4969 ha. Proposed production of

16,27,485 m3/ 2929473 TPA of Sand/Morrum..

Estimated Mineable Reserve = 1727897M3/311021463Tones.

Annual Production in TPA = 16,27,485 m3/ 2929473 TPA of

Sand/Morrum.

3.5 Project Description with process details:

It is river bed mining project of River sand/morram from the river

bed area of 108.499 ha, in Yamuna River. Proposed production is

2929473 TPA of Sand/Morrum.

Applied area is situated well within the meandering corridor of

Yamuna River.

The workability is suggested by keeping in the mind possible effect

on the meandering of River. The mining on the concave bank is most

suitable than convex bank. Hence year wise mining is suggested in a

way that is will get replenishment during monsoon.

As per Rule 40 (c) Colum –II of 43& Rule 41 (H) Colum II of 41 H

Amendment of UP Minor mineral concession Rule 2017 Quoted as

with Prior approval from the District Magistrate the lessee may

quarry with the help of machines except, the stream of water,

loading & unloading. No Mining Shall be Carried out into the water-

stream with the help of suction machine or the lifter.

Conventionally the river bed mining of minor mineral is carried out

manually with hand tools except, in case of emergent exigencies



when supplies are to be effected to government and other requisite

parameter of need and requirement when mechanized mining

operation may be resorted to with due permission granted from EAC

while granting “Environment clearance certificate” the District

Magistrate & The Director, Mines Safety, Varanasi, U.P under

regulation 106(2) (b) of mines Act 1961.

Hence, under the preview of above rules, proposal for mechanized

mining is given as under

It shall be mechanized opencast mine. Lease shall obtained the

permission for deployment of heavy earth moving machinery

(HEMM) From the director. Mines safety Varanasi region Varanasi,

U.P under regulation 106(2)(b) of mines act 1961.

Excavator / L&T Kamastu 200 OR Hundai-210 (1.2M3) Shall be

deployed for excavation & loading of sand/morram into tata tipper.

Drilling & blasting not required.

Only 225 working days (140 days excluded for weakly off & 3 month

monsoon period) have been considered

Mining of each successive year is proposed to 1.78m. depth of

mineral bed according to bench parameter 1m high & 05 m wide

bench in ordinary sand maintaining less than 109 slope in loose

sand.

A person possessing at least second class Manager’s certificate of

competency under the metaliferous Mine regulation 1961 & granted

authorization under Regulation 34(6) & (4) of the metaMine

Regulation 1961, Shall be appointed as the manager of the mine to

look after HEMM operation.

No ore dressing/ handling/ processing plant shall be attached with

the mine.

The Whole area shall be mined out so as to maximize the RBM

production or extraction. Sequence of mineral excavation will be

repeating the same till completion of the grant period.



Mining will be start from its center and advance toward the bank

across the river uniformly in order to maintain safely and stability

of river banks a barrier of minimum 3.0 m up to 10% of the width of

river channel whichever is more will be left intact.

However systematic plantation will be made in the area outside the

river bank to protect the banks from erosion in monsoon.

During mining it is expected that the areas of RBM quarry will be

free from submergence. River water flow will be away from the area

or below river bed water level to enable dry pit mining.

In the applied area the velocity & river water flow being less the

sediment load get deposited in to the pit During Monsoon season the

area get replenished with sediments to be lifted in subsequent years.

Year wise Production

Years Volume (m3) River Sand /Morrum

m3 (98%)

River Sand

/Morrum in

tonnes (98%)

Bajari m3 (2%)

1st 16,27,485 1594935 2870883 32550

2nd 16,27,485 1594935 2870883 32550

3rd 16,27,485 1594935 2870883 32550

4th 16,27,485 1594935 2870883 32550

5th 16,27,485 1594935 2870883 32550



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:

No raw material will be required. The operation involves extraction of sand

in its existing form and then loading the material into trucks which will

transport the material to the local market.

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

should be briefly outlined.

Not applicable.

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

The total water requirement for the project is estimated 20.0 KLD. Water

for mining operation (dust suppression) and for domestic & drinking

purpose will be supplied from Dug wells / tube wells / water tankers.

Sr. No. Purpose Total Requirement (KLD)

1 Dust suppression 3.0

2 Drinking 15.0

3 Green belt 2.0

TOTAL 20.0

Power supply is present in nearby villages. The power required for the

project will be sourced from nearest village or DG sets only in case of

emergency as per requirement.

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

management /disposal:

Solid Waste: There will be no generation of waste as recovery of mineral is

100 %. The entire mineral is salable.

Liquid Effluent: Septic tanks/portable toilets will be provided at the project

site and therefore there is no chance of generation of any liquid effluent

from the project site.



3.10 Schematic Representations Of The Feasibility Drawing Which Give

Information Of EIA Purpose:



4.0 SITE ANALYSIS:

4.1 Connectivity: from Project Site:

4.2. Land form, land use and land ownership:

Total mining area is 108.499 Ha. Govt. land. There is no village or human

settlement in the lease area. The area has Flat topography. The lease area

forms a part of survey of India top sheet no. 63G/02 & 63G/03.

4.3 Topography:

Geologically the area comprises Precambrian Bundelkhand granite

unconfirmably overlain by vindhyan and quaternary alluvium . the main

and major drainage of the district are yammuna ,ken and baghain wich are

part of yammuna river system. Physiographcally the area can be divide

into three physiographic unit 1. Alluvium plain 2. Marginal alluvium 3.

High land (Hard area).

Yamuna River originate from yamnotri glaciar, lower Himalaya in

Uttarakhand at an altitude of 6,387 mt above MSL and enter in chitrakoot

at village Bilas and Passes through Chillimal, Dube Ka Purwa, Chandi

Sr. No. Particulars Details

1. Road

Connectivity

The village Dhaurahara Khadar, nearest population center

is 1.0km away from the mining area & it is connected with

other important towns and cities through a good

network of roads with regular public transport

services. Tehsil Headquarters rajapur is about 13.0 km &

District Headquarter Chitrakoot is 34 km from Rajapur .

2. Nearest Highway S.H. – 13 About 9.0 km towards S Direction)

N.H. – 2 ( About 24.0 km towards North Direction)

3. Nearest Railway

Station

Nearest Railway Station is Sirathu – about 28 km towards NE

by road.

4. Nearest Airport Allahabad airport – about 76 km towards E direction by road.



and district boundry. Finally at Benipur Pal, River Yamuna exits From

District Chitrakoot. Total Length in the District is 81.60Km.

The applied area along Yamuna River has slope towards north east. the

height level of area is 89.10 mRL and lowest level 81.60 mRL, the area lies

on Right bank of Yamuna River which flow NW to SE. direction.

The facieses of the river bank deposit are sandy, salty and clayed. The

sandy older alluvium is located at an elevation of 10-20m above the river

level and makes the higher interfluves area. It is free from frequent

flooding and therefore most suitable for settlement and agriculture. newer

alluvium forms the river vally forms the river terrace and is located at an

elevation of 3-5m above river level. This trrace is not suitable for

settlement but can be used for agriculture, as it is often affected by flood.

The flood plain is located at an elevation of 2-5 m above the river level.

Water reaches almost every year on this plan. It is neither suteble for

settlement nor for agriculture.

4.4 Existing Land use Pattern:

The applied area is River Bed of River Yamuna. There is no reserves forest

or protected forest land within the mining area. As it is a fresh area, no

excavation from Yamuna River has been done.

4.5 Existing Infrastructure:

The following infrastructures are available:

The site is connected by SH-13 which is at a distance of 9.0 km in S

direction. 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:

Psammaquents and Haplaquepts- These soils are found in Yamuna Plains

Haplaquept- These soils are non saline, alkalinity hazards are classified as

typic ustochrepts but water logged soils with loam to clay loam texture

showing the effect of glazing, are classified as aeric/ typic Haplaquepts.

Areas as aeridic soil moisture have soils classified as camborthics annd

torropsamments.

Regional Geology:-

Chitrakoot falls in lowest risk seismic zone i.e seismic zone II, so

doesn’t make it prone to Earthquake has occurred in Chitrakoot in

recent year.

Geologically, Chitrakoot District comprises alluvium , rocks of

Vindhyan super group, and Bundelkhand granite complex . The

alluvium consist of non- lithifide sediment of quaternary period,

which unconformably overlies the hard rock. It is divisible into older

alluvium and newer alluvium. The older alluvium (Pleistocene age)

consist of oxidized brown, yellow and Khakhi Colour sediments. It is

represented by Banda alluvium and Varanasi Alluvium .The Banda

Alluvium contains Red Quartzo- Feldspathic sand gravel and

regolith/soil. the Varanasi Alluvium includes polycyclic sequence of

micaseous sand, silt and clay with kankar. The newer Alluvium

(Holocene age) comprises unoxidised grey and Khakhi Colour

sediment and is divisible into terrace alluvium and cannel alluvium.

The terrace Alluvium consists of sand, silt and clay and is developed

along Yamuna and Ken River. The channel alluvium includes loose

and of point and channel bars and mudflats of flood plain of Yamuna

and ken river. The Bundelkhand granite complex consist of different

type, genesis and migmatites of late Archaean to middle Proterozoic

period. these are intruded by Dolerite dyke and dykes and quartz

reefs. The Vindhyan super group comprises sedimentary rocks of



middle to late Proterozoic period and is divided into Semri, Kaimur

and Rewa Groups. The Semri Group consists of limestone Dolomite,

Brecciated Chert and Glauconitic Sandstone whereas the Kaimur

group comprises sandstone, and Quartzite and Rewa Group include

sandstone and shale. Basement Crystalline older sediment pediment

(buried) and alluvium are the geotechnical provinces of Banda

District Basement Crystalline have low permeability, high bearing

capacity,1000-2000kg/cm2 Compressive strength and good foundation

characteristics, whereas older sedimentary High Permeability and

Bearing capacity, 600-900kg/cm2 Compressive strength and good

foundation characteristics. In general pediment has engineering

properties similar to the alluvium. The alluvium has high

permeability, low bearing capacity and 1-2 kg/cm2 compressive

strength. It Shows foundation characteristics suitable for structure of

low unite load.

Local Geology

The facies of river bank deposit are sandy, silty and clayey .The sandy

older alluvium is located at an elevation of 10-20 m above river level

and Makes the higher intrfluves area. It is free from frequent flooding

and there for most suitable for settlement and agriculture. Newer

alluvium forms the river vally terrace and is located at an elevation of

3-5 m above river level. This terrace is not suitable forestallment but

can be used for agriculture, a s it is often affected by flood the flood

plain is located at an elevation of 2-5 m above the river level. Water

reaches almost every year on this plain. It is neither suitable for

settlement nor for agriculture. Only sand can be extracted as

abuilding material supplement. The facieses is prominent in the lower

and middlepart measuring about 120to 300-cm thick unit is devoid of

sedimentary structures, only faint low angle discordances are visible

at some places.



The sandy unit is underlain by 10-20cm thick silty unit . the facies of

the river bank deposit are laterally persistent only Thickness and

percentage of different litho unites may vary from place to place the

applied area along Yamuna river has north –East . the highest level

of area is 89.10 mRL in SW of the area between Boundary pillar “F &

G” While on the North Eastern corner at pillar “B” it is 83.80 mRL.

The area lies on right bank of Yamuna River Which flows NW to NE

direction in the area. In past no mining activities was carried out with

in the area and it depicts its original topography.

4.7 CLIMATIC DATA FROM SECONDARY SOURCES

The climate of the district is sub-tropical. The monthly precipitation

index (P.E.) i.e. 46.058. The hottest month is May with average mean

temperature 35.3oC. The coldest month is January with average

mean temperature 16.55oC. The average annual humidity is

56.29%.The normal annual wind speed is 2.29 km/hr

4.8 Social Infrastructure

Dhaurahra khaddar is the nearest village and central point in this area

and here educational facilities are available in the form of primary and

secondary schools.

Village people are availing drinking water facilities generally from the

Hand pump, open well and tube well.

Communication services like post office and telephones are available in the

nearby village. Some of the villagers have 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

Proposed Method of Mining in River bed mining is for extracting

sand/morram from Yamuna River bed. As per U.P. Minor Mineral

Concession Rules, 1963 extraction is limited to 3.0 m depth or above ground

water table, whichever comes first. Mining activity will be carried out in

allocated areas only.

Activities will be carried out as per the production schedule given earlier.

The mining quarry will be working as self sustained units with all facilities

like site office, rest shelter, first aid and drinking water etc. JCB/excavator

will be deployed for extraction.

This is as per the digging depth of the equipments. Mineral will be loaded in

trucks. Trucks and equipments will be on hire basis. No overburden or waste

will be generated as the sand is exposed in the river bed.

Workings will be restricted within the lease area/ khasra as per the

description report given by Mining Department. Mining activities will be

carried out in a manner so that there is no obstruction to the movement of

water flow, if any. Mining operation will not be carried out during monsoon

season.

5.2 Population Projection:

Man power requirement for mining is estimated to be 110 Nos. Most of the

employees will be recruited from neighboring areas depending upon the

availability of skilled & unskilled people. So there will no permanent

migration of people, hence there will be no population projection. .



5.3 Land use Planning: Table: land use planning

Activates Area already used Area likely to be used

during next five year

Pit & quarries - 92.722

Approach road/ haul road 0.0171

Top soil stack -

Inter burden dump - -

Backfilling pit/ replenishment pit - 92.722*

Undisturbed land 108.499 15.777

Total 108.499 108.499

5.4 Assessment of infrastructure demand (physical and social).

The requisite facilities are proposed as under:

• Site office

• First aid facility

• Water hut

• Rest shelter

• Lavatory

• Greenbelt development

5.5 Facilities Provided:

5.5.1 Infrastructure:

Office and stores will be provided.

Specified first Aid box will be maintained at the site office and the rest

shelter as per Mines Rules.

Additional facilities will be made as per the requirement.

Arrangements for safe and healthy working conditions. Provision of

Drinking water from nearby villages through tankers in dry period.

5.5.2 Landscaping and Green Belt Development:

It is proposed to carry out afforestation over 5.0 hectares by the end of 5th

year period as a part of social forestry in Panchayat land and also apart

from this plantation will be done along the roads. Plantation will be done

at the rate of 1000 saplings per hectare. In the ensuing five year it is

proposed to plant 2000 saplings.



Species to be planted:

Following species are proposed to be planted in the area.

Sr. No. Botanical Name Common Name

1 Azadirachta Indica Neem

2 Acacia Nilotica Babool

3 Dalbergia Sissoo Sisham

4 Zizyphus Nmmularia Ber

5 Terminalia arjuna Arjuna

In addition, forest officials will be consulted for other suitable species.

5.5.3 Health and safety System

The collection of sand/morram from the river bed does not cause any

occupational ill effects. Except dust generation (which is negligible as the

River beds are wet) during dry climate season i. e. summer. There is no

source which can show a probability for health related diseases. Dust

masks will be provided to the workers working in the dust prone zones.

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.

6.0 PROPOSED INFRASTRUCTURE

6.1 Industrial area (processing area)

No industrial area is proposed.

6.2 Residential area (non-processing area)

As the project will provide employment to people from local area, no

residential area has been proposed for the project.

6.3 Greenbelt development

A suitable combination of trees that can grow fast and also have good

leaf cover to contain dust pollution shall be adopted to develop

greenbelt. Greenbelt development will be done wherever possible.



6.4 Social infrastructure

The project proponent will be committed for social development

structures like health camps and minor physical structures in health

centers.

6.5 Connectivity (traffic & transportation)

The mined sand/morram will be transported by hired trucks. Loaded

trucks will travel on existing village roads which connect to SH-13

which is at a distance of Approx. 9.0 km in South direction through

which the sand/morram will be sent to various destinations.

6.6 Drinking water management

Water will be taken from nearby villages. The water requirement for

mining & allied activities (sprinkling, greenbelt development),

drinking and plantation have been estimated to be 20 KLD. The break-

up of water requirement is as follows:

Sr. No. Purpose Total Requirement (KLD)

1 Dust suppression 3.0

2 Drinking 15.0

3 Green belt 2.0

TOTAL 20.0

6.7 Sewerage system

Not required for the project.

6.8 Industrial waste management

Not applicable for the project.

6.9 Solid waste management

The domestic waste generated by the workers at the mine site will

be disposed in soak pits/portable toilets.



7.0 REHABILITATION & RESETTLEMENT PLAN

There is no human settlement within the mine lease area. No human

settlement will be disturbed due to the mining activity. So, no

Rehabilitation and resettlement is proposed.

8.0 PROJECT SCHEDULE

8.1 Proposed Schedule and Approval for Implementation

The Proposed project shall be established after getting the Environmental

Clearance from MoEF.

8.2 Project Cost Estimation

Estimated Project Cost for the proposed project is 1.14 Crore/-.

(A) Capital investment

Machinery & Tools = Rs 50,00,000/-

Financial assurance = Rs. 40,21,500/-

Plantation & fencing = Rs 10,88,100/-

Social fund & activities = Rs. 5,00,000/-

EMP (Per year) = Rs. 5,00,000/-

Miscellaneous = Rs. 2,00,000/-

Total cost = Rs. 1,13,09,600/-

(say 1.14 Crore)

Economic Viability

The anticipated cost of mining is Rs. 88.00 /- per ton. Average sale value

is assumed at Rs. 150/- ton of Sand. Hence the project will be viable.



9.0 ANALYSIS OF PROPOSAL

The project will provide employment to the people residing in vicinity

directly or indirectly by the project. This also ensures scientific method of

sand extraction. The appropriate amount of corporate social responsibility

is promised by the project proponent.

The underlying benefits through the proposed project are:

It aims to provide additional employment to the local population of the

proposed project. As there would be vocational training camps and

Technical Training of mining to the regional people, hence there will be

potential manpower available for the proposed & surrounding mines of

the area.

For extracting the mineral no blasting will be carried out.

Conveyance facilities to all employees, for daily commuting will be

provided.

Refresher training will be imparted as per the requirement to generate

potential manpower. Workers will be imparted training in use of personal

protective equipments.

In addition to this the project proponent proposes to conduct health care

camps and medication programmes.

As per the preliminary data, the above activities were identified on the

need based requirement of the study area. Further activities will be

analyzed, after the analysis of the baseline data generation and socio-

economic field observations; the appropriate sustainable development will

be contributed and projected by the proposed project.

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ANNEXURES



Annexure I

LETTER OF INTENT







KHASRA MAP Annexure II



APPROVAL LETTER OF MINING PLAN Annexure III





PHOTO & ADDRESS PROOF Annexure IV

Documents

PRE FEASIBILITY REPORT - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/Online/TOR/02_Feb_2018... · Prepared by M/s Udaipur Min-Tech. Pvt .Ltd Applicant- M/s