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MINOR MINERAL MINING PROJECT FOR SAND, STONE AND BAJRI

APPLICANT: SMT ASHALATA DEVI PROP. M/S RAJ STONE CRUSHER PRE- FEASIBILITY REPORT

PRE-FEASIBILITY

REPORT



1.0 Executive Summary

Smt Ashalata Devi W/o Shri Nand lal Prop. M/s Raj Stone crusher Village Majhot & Post Office

Ropa, Tehsil & District Hamirpur has been issued a Letter of Intent for grant of mining lease for

mining Sand, stone and bajri under ‘Himachal Pradesh Minor Minerals (Concession) and

Prevention of Illegal ining and Storage)Rules 2015’, vide letter Nos. Udyog-Bhu(Khani- 4)Laghu-

146/2014-3457 dated 07-07-15. The area comprises of Khasra No. 1407/1,1521/1408 and

1523/1408 measuring 1.6279 Ha (42-08Kanal) falling in Mohal Panoh and Mauza Spahal, Tehsil

Sujanpur, and District Hamirpur.

The entire stretch of mining lease area is private land which is a part of Hill slope for the extraction

of Stone and Bajri.

It has been proposed to extract around 28,600tonnes per annum of mineral.

There is no ‘wild life sanctuary, biosphere reserve, nation park etc. within ten kilometres of the

mining lease except some protected forests. For reference Certificate from DFO attached with

the report.

1.1 Salient Features of the Project

Project Name Sand, Stone and Bajri Mining Project By Smt Ashalat Devi

Prop. M/s Raj Stone Crusher

Mining Lease Area 1.6279 Ha

Location of mine Mohal Panoh & Mauza Spahal

Tehsil Sujanpur & District – Hamirpur,

Himachal Pradesh

Coordinates Latitude : 31

0 45’12.3” N- 31

045’ 14.4” N

Longitude : 76032’57.2”E- 76

032’57.3”E

Toposheet number H43E9

Minerals of mine Stone and Bajri

Proposed Production 28,600 TPA of Stone and Bajri collection

Method of mining Semi-mechanical

No of working days 300 days

Water demand

Domestic Water : 0.19 KLD

Dust Suppression + plantation : 1.20 KLD

Total Water Requirement: 1.39 KLD

Man Power 25

Nearest railway station Railway Station – Joginder Nagar Railway Station is about

33 km in NNW direction.

Nearest state highway/national highway NH-70-About 4.0 km in South direction.

Nearest air port Airport – Gaggal Airport is about 52 km in North direction.



2. Introduction of the Project/ Background Information

2.1 Identification of Project and Project Proponent

A letter of Intent for grant of mining lease has been issued in name of Smt Ashalata Devi W/o Shri

Nand Lal Prop M/s Raj Stone Crusher, Resident of village Majhot, P.O Ropa, Tehsil & District

Hamirpur (H.P) for extraction of Sand, Stone & Bajri over an area of 1.6279 Ha (42-08 Kanal)

situated in Mohal Panoh & Mauza Spahal, Tehsil Sujanpur, District Hamirpur (H.P) over khasra

numbers 1407/1,1521/1408 and 1523/1408 (private land) as per vide letter no Udyog-Bhu(Khani-

4)Laghu-146/2014-3457 dated 07-07-15was granted for the extraction of Sand, Stone & Bajri.

The details of the project proponent and project are given below:

Name of the applicant Smt Ashalata Devi

Name & Address of applicant Village Majhot & Post Office Ropa

Tehsil & District –Hamirpur,

Himachal Pradesh

Name of Mine Stone and Bajri Mining Project By

Smt Ashalata Devi

Mineral Stone and Bajri

Area (ha) 1.6279 Ha

Location Mohal Panoh & Mauza Spahal

Tehsil Sujanpur & District –Hamirpur,

Himachal Pradesh

Status of Project New

2.2 Brief Description of Nature of the Project

Mining of Stone and Bajri will be carried out Semi-mechanically with the help of Poclain/excavator

and breakers. Also Manual help would be required to carry out mining operations. The applicant

intends to mine Stone & bajri from the lease area. The mining lease area is 1.6279hectare Situated in

Mohal Panoh and Mauza Spahal, Tehsil Sujanpur and District Hamirpur, H.P. No drilling & blasting

is proposed. No drilling & blasting is proposed. The proposed capacity of collection of Stone and

Bajri will be 28,600 TPA.

2.3 Need for the Project and Its Importance to the Country or Region

The demand of crushed stone and bajri in the area is increasing day by day both for private

construction activities and infrastructure development by the Government Agencies. The State

Governments has launched several projects of road construction, road widening, bridge construction

and buildings for offices, school and other social activities. Thus, the stone (after crushing) and bajri,

extracted from the mining lease area contribute to the development of infrastructure and prosperity of

the area/region.



2.4 Demands-Supply Gap

There is large demand of stone and bajri for construction activities in the region. It is essential raw

material for construction of buildings, roads, bridges; check dams, etc in the area.

2.5 Imports vs Indigenous Production

The demand in the domestic market is high for Stone and Bajri. Mineral is available in abundant

quantity in allotted area and can be extracted indigenously.

2.6 Export Possibility

There is no proposal to export the mineral as the minerals extracted cater the indigenous demand and

the development is a never ending process.

2.7 Domestic/Export Markets

Domestic Market

There is always an ever increasing demand of these minerals in the domestic market.

Export Market

The proposed mining activity is for indigenous consumption for real estate, road making etc.

Therefore no export will be envisaged.

2.8 Employment Generation (Direct and indirect) due to the project

The total manpower requirement for the proposed mining operation will be around 25 directly.

3.0 Project Description

Location

Mining will be confined to the allotted lease area lies in the hill slope. The mining lease area is

1.6279 hectare (42-08 Kanal) Situated in Mohal Panoh and Mauza Spahal , Tehsil Sujanpur and

District Hamirpur, H.P. The lease area is about 400m away from the nearest metalled road.

The coordinates of the mine lease area are:

Latitude: 310 45’12.3” N- 31

045’ 14.4” N

Longitude: 76032’57.2”E- 76

032’57.3”E



Details of Alternate Sites

Mineral is site specific as well as the lease has been allotted in the particular area. Hence no

alternative site is examined for mining.

Size or Magnitude of Operation

The area of the proposed mine is 1.6279 ha and the proposed capacity of Stone and Bajri will be

28,600 TPA. The Applicant intends to mine Stone and Bajri from the allotted lease area. The

extracted Stone and Bajri will be used for making grit and supplied to the crusher and shall be sold

in the open market as per the demand.

3.5 Project description with process details

Method of Mining

1. The proposed project is extraction and excavation of Stone and Bajri from hill slope.

2. The mining shall be done mostly mechanically by using excavator, breakers etc. and as well as

manually wherever required by developing 4 meters face height benches.

3. No blasting is required.

4. Mining activity will be done in day time only.

5. The workability is suggested from 746m level to 710m for next five year.



FIG:- Showing Year wise Production

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 in the proposed project. The operation involves the extraction of

Stone and Bajri in its existing form. The extracted Stone and Bajri will be used for making grit and

supplied to the local crushers and sand shall be sold in the open market as per the demand Hence no

storage facility at the mine site will be required.

3.7 Resource Optimization/ Recycling and Reuse

The excavated area will get reclaimed during the end of the mine or we can say that during the

closure of mine. As Thus a scientific approach will be taken up for extraction of mineral with

systematic method.



3.8 Availability of Water, Its Source, Energy/ Power Requirement and Source

3.8.1 Water Requirement

Activity Water Requirement

(KLD)

Dust suppression 0.2

Plantation 1.0

Domestic purpose 0.19

Total 1.39

Water Requirement for the mining process will be fulfilled by own Tubewell which is situated in own

land.

3.8.2 Power

The mining shall be carried out in the day time only hence no power is required for processing. The

material will be extracted and loaded directly into tractor trolleys by the workers themselves. The

operation will be done in day time only, so there is no power requirement for the mining activity.

3.9 Quantity of Wastes to Be Generated (Liquid and Solid) and Scheme for Their Management/

Disposal

No liquid effluent will be generated during this process, Only 9,562 tonnes per annum of waste will

be generated contains Top Soil and Silt and clay mixture, which will be used for plantation purpose

and also for leveling of exhausted benches.

The following quantity of waste shall be generated during five years of mining:-



4. Site Analysis

4.1 Connectivity

4.1.1 Nearest Railway Station

Railway Station – Joginder Nagar Railway Station is about 33 km in NNW direction.

4.1.2 Nearest Airport

Airport – Gaggal Airport is about 52 km in North direction.

4.1.3 Nearest Highway

NH-70-About 4.0 km in South direction.

4.2 Landform, Landuse and Land Ownership

As per revenue record, the area is a private land.

4.3 Geology

Regional Geology

The Himalayan mountain system roughly surrounds the northern India. The mountain ranges extend

for over 2400 km length from west to east. Geology of the Himalayas is extremely complex as it

represents a site of continental collision. The collision of the Indian Plate and the Eurasian Plate led

to joining of the two continents along a suture zone represented by a lineament. Two rivers -- Indus in

the west and Tsangpo in the east flow along this lineament which is also known as Indus suture zone.

We will study the geology of the terrain between the Indus suture zone in the north and the Indo-

Gangetic alluvial plains in the south.

Tectonically the Himalayas can be divided into four roughly parallel zones.

From north to south the zones are:



Tethyan Himalayas

Central Crystalline Zone

Lesser Himalayas

Outer Himalayas

The Central Crystalline Zone is made of Precambrian basement rocks mixed with granitic intrusions

of Tertiary age. This zone has the highest mountain ranges of the Himalayas. This zone separates the

northern Tethyan Himalayas from the southern Lesser Himalayas. These two zones contain sedimentary

rocks of Palaeozoic-Mesozoic ages deposited over Precambrian basement.

Whereas the Tethyan Himalayas consists of a fairly continuous succession rich in fossils, the Lesser

Himalayas host rocks with scanty fossil records and with gaps in between. The Outer Himalayas forms a

separate geological unit consisting of Quaternary sedimentary rocks originating from the rising

Himalayas.

Each of these zones displays a highly complex geology disturbed by the Himalayan Mountain

building processes. The geology of the Lesser Himalayas is particularly difficult to decipher because it

contains several thrust sheets or nappes and is generally devoid of fossils.

GEOLOGICALLY Himachal Pradesh can be broadly divided into two major geo-tectonic zones viz.

the Lesser Himalayan tectogen in the south and the Tethys Himalayan Tectogen in the north. These

two tectonic zones are juxtaposed with each other along a major tectonic break collectively

designated as Main Central Thrust in the sense defined by Srikantia (1988). Mandi District lying

within the Lesser Himalaya and the Shiwalik Foothill comprises rocks ranging in age from

Proterozoic to Quaternary. The oldest rocks are of undifferentiated Proterozoic age, comprising

carbonaceous phyllite, schist, gneiss, quartzite and marble. The Ghoghar Dhar (Undifferentiated

Proterozoic age) occurs as an intrusive body within the Chail Group of rock. This granite body is well

foliated and composed of gneisses, granite with minor aplite and basic veinlets. The Sundernagar

Group of Rocks of Meso- Proterozoic age is represented by quartzite with basic flows. The Shali

Group of Rocks (Meso- Proterozoic) Comprising limestone, dolomite, (at places stromatolites) slate,

& quartzite. The Subathu consists mainly, of olive green shales and grey shales. At the top, a band of

white quartzite is exposed; this band of white quartzite has been taken as the marker, defining the top

of the Subathu sequence. The thick sequence of brackish and fresh water sediments immediately

succeeding the fossiliferous marine Subathu are classified as Dharamshala Formation. The

Dharamshala Formation are widely exposed in the Mandi parautochthon, further west in the

autochthon, these rocks are exposed, in the core of the Sarkaghat anticline. The Shiwalik Group of

http://www.geoahead.com/petrology/identifyrock.cfm?name=granite

http://www.geoahead.com/strati/india/index.cfm?page=himalayas_tethyan

http://www.geoahead.com/strati/india/index.cfm?page=himalayas_lesser

http://www.geoahead.com/strati/timescale.cfm#palaeozoic

http://www.geoahead.com/strati/timescale.cfm#mesozoic

http://www.geoahead.com/strati/timescale.cfm#precambrian

http://www.geoahead.com/strati/india/index.cfm?page=himalayas_tethyan




http://www.geoahead.com/strati/india/index.cfm?page=himalayas_outer

http://www.geoahead.com/strati/timescale.cfm#quarternary




Middle Miocene of Early Pleistocene age comprises coarse clastic fluviatile deposits of sandstone,

clay and conglomerates. The Quaternary sediments (Older Alluvium and Newer Alluvium) along

prominent channels consisting of sand, silt, clay, pebbles and cobbles occurring along present

channels of Middle to Late Pleione and Holocene age.

Local Geology

The local geological sequence in the area is given in the figure 8 and stratigraphy of the area is given

in the table -4.

Stratigraphy of the Area.

Geological Conditions of Catchment

Geomorphologically the tributary flows through the moderately steep to steep low hills and

intervening valleys of the Shiwaliks. The valley is controlled by geological structures. Almost all

course after Gharan is through structural valley. Geotechnically the area represented by Himayalan

foredeep zone of structural ridges and valleys. The catchment is represented by the Sub- Himalayan

belt of soft to moderately hard sediments provenience of engineering geology. The rocks on both

bank are represented boulder conglomerates up to confluence of Hareta Khad then by moderately

Sr.

No

Formation Rocks

1 Newer Alluvium

Channel Alluvium

Grey micaceous, fine to coarse grained sand, silt, clay,

boulders, cobbles and pebbles of sandstone and quartzite

2 Upper Siwalik Predominantly massive conglomerate with red and

orange clay as matrix and minor sandstone and earthy

buff and brown claystone

3 Middle Siwalik Massive Sandstone with minor conglomerate and local

variegated claystone

4 Lower Siwalik Alternation of fine to medium- grained sporadically

pebbly sandstone, calcareous cement and prominent

chocolate and medium maroon claystone in the middle

part

5 Upper Dharamshala Medium to fine grained, hard, bluish grey and massive

Sandstone, green clay and siltstone

6 Lower Dharamshala Hard, grey, well bedded and high mica content

sandstone



hard Sandstone and clay bands of Siwalik Group belonging to Middle Miocene to Early

Pleistocene age.

The catchment on left bank is controlled by Barsar Thrust and on right bank by major fault.

4.4 Existing Land Use Pattern and Shortest Distances from Forests, Water Bodies, Eco-

Sensitive Areas, Etc.

The mining lease area is situated on a hill slope. The land, in which the mining lease lies, is at present

an un-cultivable land. The lease area consists of few shrubs and weeds. There is no eco-sensitive area

within 15 km radius of mine lease area.

4.5 Existing Infrastructure

The site has no existing infrastructure, except for connecting road for transportation.

4.6 Geomorphology & Soils

(Central Ground Water Board, Hamirpur, Ministry of Water Resources, District Book 2013)

The terrain of the district is mostly hilly and undulating. The surface elevation ranges from 400 m to

600 m amsl along the Beas river valley and in lower reaches of Kunah Khad in the northern part of

the district. The elevation is more than 900 m above msl in the eastern part of the district. The



altitudinal variation in-general, ranges between 600 m to 900 m above msl. Sola Singhi hill ranges

forms the western boundary of the district, with a maximum elevation of 1145 m above msl. Deep

gulleys and gorges are formed in the north-eastern part of the district. The river / khad valleys are

broad in the southern part of the district, mainly along the Sukar and Sir Khad in Bhorang-Jahu-

Dhankar areas. In the drainage basin of Beas River, the general ground slope is towards north, while

in the Sutlej River this slope is towards south.

Hamirpur district forms a part of drainage system of the Beas River in the northern and western parts,

whereas in the eastern and southern parts Sutlej River system drains the areas . The drainage pattern

is dendritic to sub dendritic. Drainage density is coarse to medium.

The Beas River: The entire drainage of the Beas River above Pandoh (Mandi) has been diverted to

Govind Sagar (The Sutlej River).The river receives only regulated flows downstream of Pandoh and

the flows contributed by the Uhl River, Neogal Khad and Binwa Khad along with the other minor

seasonal rivers/Khads directly join the river Beas. Other important tributaries of Beas are Baker,

Salagi, Nauli, Maili and Jangled Khads. In Hamirpur district’s, Kunah and Man khads are the major

streams. These along with other major khads join the Beas River.

Kunah Khad: Kunah is the most important tributary of the Beas River in the district. . Major

tributaries of this khad are Sukar, Jhaniari, Gasota, Hathali and Sukrala Khads. These khads are

perennial and have floods during rainy season.

Man Khad: Man Khad is another perennial tributary of Beas River which originates near Deotsidh

and flows towards NNW, to join Beas River to the west of Nadaun. Important tributaries of this khad

are Haretta, Bambloo and Matwara Khads.

Sukkar Khad: Sukkar and Sir Khads are the main khads joining the Sutlej River and Govind Sagar.

These occupy the southernmost part of the district and flow towards south to directly fall into the

Govind Sagar. These are ephemeral in the upper parts and become perennial in the lower parts.

Sir Khad: Sir Khad is another important khad, which is draining the eastern most part and flows

towards east. This khad is ephemeral in upper catchment area and becomes perennial in lower parts.

4.7 Climatic Data from Secondary Sources

Climate in various parts of the district, depend primarily much on the elevation, which varies from

less than 200 meters to more than 1000 meters above mean sea level. The climate can broadly be

divided into three broad seasons viz. winters from October to March, summer season from April to



June and monsoon season from July to September. The district receives moderate rainfall and bulk of

it is received during the months of July and August. The average annual rainfall in the district is

1,340.72 mm, out of which 82% occurs during June to Sept.

(Source: Ground Water Information Booklet, Central Ground Water Board, Ministry of Water

Resources, District Hamirpur, Himachal Pradesh 2013).

4.8 Social Infrastructure Available

Road Connectivity

The lease area is connected to the nearest metalled road through un-

mettaled road at a distance of about 400m which finally connect to the

crusher site.

Nearest Railway Station Joginder Nagar Railway Station is about 33 km in NW direction

Nearest Airport Gaggal Airport is about 52km in North direction.

Nearest School/ College Gayatri Group of college- About 4.7 km.

5 Planning Brief

5.1 Planning Concept

The project falls under the category of ‘Mining Industry’. The raw material that is stones, bajri and

sand are available in the area granted for mining purposes under the ‘Himachal Pradesh Minor

Minerals (Concession) and Prevention of Illegal Mining and Storage) Rules 2015’. The required

unskilled and semiskilled workers are locally available. For transportation of minerals/material tractor

trolleys/ tipper trucks will be deployed. These are readily available from the adjoining villages on

hire.

5.2 Population Projection

The requirement of unskilled semi-skilled workers for the mining and transportation of minerals to

market and crushing site will be limited to about 25. The workers directly engaged for mining activity

will be deployed for collection of minerals and loading it into tractor trolleys/tipper trucks. About

four tractor trolleys/tipper trucks will be engaged daily as per demand for transporting material from

the mining area to crushing unit. It is pertinent to mention that percentage of marginal workers in the

area is 25 % and non-workers are 41 % percent as per 2011 census. Thus the project gives fruitful

employment to local workers and help in stemming or at least reducing the migration of such workers

to urban centre from the adjoining villages.



5.3 Land Use Planning (Break Up Along With Green Belt, Etc.)

Within the lease area, open cast semi mechanised method as and when required. Mining will be

carried out by bench formation from top to bottom shall be followed. At the conceptual stage of mine

or mine closure stage complete excavated area will be reclaimed and plantation will be carried out.

5.4 Assessment of Infrastructure Demand (Physical & Social)

Considering 300 working days in a year about 95 metric tons of minerals will be moved daily

depending upon crusher demand. The transportation of this material will not put any load on the

existing road or other local infrastructure as the crusher is in the adjoining land.

5.5 Amenities/Facilities

The following facilities/amenities will be extended by the mine management:

In view of the fact that the project is a small mine it will not need much specialized facilities in the

mining area. However, following site services will be provided near the mine but outside the flood

zone:

Mine Office with. First aid station and Store for mining equipment.

Rest Shelter with Urinal

6. Proposed Infrastructure

6.1 Industrial Area (Processing Area)

No industrial area is proposed.

6.2 Residential Area (Non Processing Area)

As the local people will be given employment, no residential area/ housing are proposed.

6.3 Green Belt

Plantation will be carried out along the approach road and also in the vicinity of the crusher site.

Plantation also carried out for the development of Green Belt zone around the lease area.

a) Year wise area to be covered under forestation.

Year wise area proposed plantation with, number of trees to be planted and amount spent is as

given in the chart below



Year Area to be covered (In

Sq. Metres)

Number of trees

to be planted

First 1000 60

Second 1000 60

Third 1200 72

Fourth 1500 90

Fifth 2000 120

Total 6700 402

6.4 Social infrastructure

Road facility (existing roads will be maintained regularly)

Employment opportunity

Medical camps

Social awareness camps

Donations to schools

Secondary employment opportunities

Formation of self help groups for the women in nearby villages

6.5 Connectivity

The lease area is connected to the nearest metalled road through un-mettaled road at a distance of

about 400m which finally connect to the crusher site. Nearest NH 70 is present at a distance of 4.0

km from the project site.

Evacuation route map attached with the report.

6.6 Drinking Water Management

Water Requirement for the mining process will be fulfilled from the own Tubewell which is situated

in the own land.

6.7 Sewerage System

No sewerage system is proposed. However for sanitation purpose portable toilets will be made.

6.8 Industrial Waste Management

Not applicable



6.9 Solid Waste management

9,562 Tonnes /annum Top Soil and Silt & Clay will be generated as waste, which is used for

plantation purpose and also for leveling of exhausted benches.

6.10 Power Requirement & Supply/Source.

All the activities will be carried out in the day time only hence, there is no power requirement for the

proposed activity.

7. Rehabilitation and Resettlement (R&R) Plan

Not Applicable

8. Project Schedule & Cost Estimates

8.1 Likely date of start of construction and likely date of completion.

The project will commence once Environmental Clearance and other necessary certificates are

obtained from the respective departments.

8.2 Estimated project cost along with analysis in terms of economic viability of the project

Budget Proposed for Corporate Social responsibilities Activities

Budget for Social Corporate Responsibility

Item Capital (In

Lac.)

Recurring

Cost / year

(Rs.)

Contribution to the local area under Social Corporate

Responsibility – Will provide Toilet facility in Senior

Secondary School at village Panoh

0.6 0.2

Contribution to the local area under Social Corporate

Responsibility – Will provide drinking water and

medical facilities to the workers

0.6 0.2

Total cost 1.2 0.4



The cost of project (capital cost and recurring cost) as well as the cost towards implementation of EMP

S. No Description Measures Capital Cost

(Lac Rs.)

Recurring Cost

(In Lac Rs.)

Time Frame Date of Start

1 Air pollution control Sprinkling of Water on

Haulage Road to control

Dust.(Rent for Water

Tanker)

0.3 Twice a time in

a day

w.e.f date of

consent to operate

from H.P pollution

Control Board

2 Plantation For Green Belt

Development

0.10 0.2 20 plants will be

planted every 5

year

w.e.f monsoon

season after getting

Environmental

Clearance

3 Occupational Health measures

and other miscs activities for

Employees)

0.10 0.1 Two times in a

year report will

be submitted to

regiolan Office

MoEF&CC &

H.P SEIAA

w.e.f date of start of

mining

4 Environment Monitoring and

Management

0.4 Two times in a

year report will

be submitted to

regiolan Office

MoEF&CC &

H.P SEIAA

w.e.f date of

consent to operate

from H.P pollution

control Board

5 C. S. R -- 1.2 0.4 Within 6 months

after getting

Environmental

Clearance

Total 1.4 1.4

Total budget for EMP for 5 years = Capital Cost (Rs. 1.4 Lacs) + Recurring Cost (1.4 Lacs * 5) = 8.4 lacs.

9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

The Project will bring economical benefits to the state through royalty for minerals. Achieving a huge

infrastructure as being envisaged by Government of India particularly in road and housing sector

requires basic building materials. Stone and Bajri are the primary building material required for the

construction purpose. The mining activities as proposed are the backbone of all construction and

infrastructure projects as the raw material for construction is available only from such mining. Sand

and Bajri extracted are in high demand at the local market for real estate industry.

This project operation will provide livelihood to the poorest section of the society/economically

backward population and tribals in the area. It provides employment to the people residing in vicinity

directly or indirectly. The mine management will also help nearby villages by providing schools,

conducting medical and social awareness camps, helping in formation of self help groups, etc. Thus

the project will defiantly helpful for the socio-economic improvement of the area and will prove

beneficial to the area.

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