PRE FEASIBILITY REPORT ENVIRONMENTAL MANAGEMENT PLANenvironmentclearance.nic.in/writereaddata/Online/TOR/29... · 2017-12-29 · pre feasibility report & environmental management

PRE FEASIBILITY REPORT

&

ENVIRONMENTAL MANAGEMENT PLAN

Of

ROUGH STONE & ROAD METAL – 4.30 HA SY.NO: 31 & 32,

SRINIVASAPURAM VILLAGE, ALAIR MANDAL,

YADADRI-BHUVANAGIRI DISTRICT, TELANGANA STATE

By M/S. S.N.INFRA

MANAGING PARTNER: SRI. GOLI PINGAL REDDY, PLOT NO: 220, ROAD NO:2,

3RD CROSS, NEAR RELLIANCE PETROL BUNK, ROCK TOWN COLONY,

NEW NAGOLE, HYDERABAD TELANGANA STATE - 500068

Prepared By

M/s. VISON LABS # 16-11-23/37/A, FLAT NO: 205, 2ND FLOOR, N-MART BUILDING,

OPP. RTA OFFICE, MOOSARAMBAGH, MALAKPET, HYDERABAD - 500 036

M/s. Vison Labs, Hyderabad 1

M/s. S.N.Infra – 4.30 Ha Sy.No: 31&32, Srinivasapuram Village, Alair Mandal, Yadadri-Bhuvanagiri District, Telangana State Pre-Feasibility Report & EMP

1.0 EXECUTIVE SUMMARY: The Rough Stone & Road Metal project of M/s. S.N.Infra – 4.30 Ha is located at

Sy.No: 31 & 32, Srinivasapuram Village, Alair Mandal, Yadadri-Bhuvanagiri

District, Telangana State.

The Principle Mine Lease was granted on the name of M/s.S.N.Infra vide

ADM&G,Nalgonda in Proceeding No: 4951/QL/2015, dated 27-04-2016 for a

period of 15 Years and the Mine Plan was approved by DDMG, Hyderabad,

Telangana State Vide Lr.No: 3421/QP/YDB/2016 Dated 31-07-2017.

TABLE-1: SALIENT FEATURES OF THE PROJECT SITE

S. No Particulars Details

1. Name of the Project M/s. S.N.Infra 2. Nature Rough Stone & Road Metal

Size of the Project 4.30 Ha Type of Land Patta Land

3. Location Details Survey No 31 & 32

Village Srinivasapuram Mandal Alair District Yadadri-Bhuvanagiri State Telangana Latitude & Longitude

B.P. No: LATITUDE LONGITUDE

1 17° 42' 06.1510" N 79° 04' 38.4652" E

2 17° 42' 07.2637" N 79° 04' 38.2986" E

3 17° 42' 07.4753" N 79° 04' 43.1905" E

4 17° 42' 11.4912" N 79° 04' 42.5142" E

5 17° 42' 13.5350" N 79° 04' 40.7441" E

6 17° 42' 13.9005" N 79° 04' 35.2993" E

7 17° 42' 11.1320" N 79° 04' 34.6682" E

8 17° 42' 11.2223" N 79° 04' 32.9971" E

9 17° 42' 09.4834" N 79° 04' 32.6252" E

10 17° 42' 07.0675" N 79° 04' 32.8980" E

11 17° 42' 06.2995" N 79° 04' 35.3640" E

A 17° 42' 06.9652" N 79° 04' 37.8365" E

B 17° 42' 07.1276" N 79° 04' 35.4282" E



C 17° 42' 12.8393" N 79° 04' 36.2691" E

D 17° 42' 12.7845" N 79° 04' 37.7092" E

E 17° 42' 10.2247" N 79° 04' 37.9543" E

F 17° 42' 10.0324" N 79° 04' 37.1355" E

G 17° 42' 09.4435" N 79° 04' 37.7364" E

Toposheet No 56 O/2 4 Govt. Orders Mine Lease Order ADMG Proceeding No: 4951/QL/2015, dated

27-04-2016 & Mining Plan Approval Lr. No: 3421/QP/YDB/2016 Dated 31-07-2017.

5 Environmental Setting

Nearest Village Srinivasapuram - 1.1 Kms (ESE) Nearest Town Alair – 6.5 Kms (SSW) Nearest Railway Station

Alair – 6.8 Kms (SSW)

Nearest Airport Hyderabad Airport – 85.0 Kms (SSW) Inter State Boundary None Water Bodies Alair River – 4.0 Kms (W)

Water body near Pembarti – 2.5 Kms (SE) Forests None Historical /Important Places

None

Ecologically Sensitive Areas

None

6 Project Requirements Water Requirement 5.06 KLD

Power Requirement 80 KVA D.G. Set Man Power Requirement

15 No’s

7 Mining Method Open Cast Semi Mechanized 8 Project Cost Rs. 50.0 Lakhs 9 EMP Budget Capital Cost – Rs. 5.61 Lakhs

Recurring Cost – Rs. 3.25 Lakhs 11 Appraisal Category B2 category



2.0 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT:

Project Details: The Rough Stone & Road Metal project of M/s. S.N.Infra – 4.30 Ha is located at



Project Proponent: Sri. Goli Pingal Reddy is the Managing Partner of M/s. S.N.Infra and having its

registered office at Sri. Goli Pingal Reddy, Plot No: 220, Road No:2, 3rd Cross,

Near Relliance Petrol Bunk, Rock Town Colony, New Nagole, Hyderabad

Telangana State - 500068.

2.2 BRIEF DESCRIPTION OF THE NATURE OF THE PROJECT: As per EIA Notification dated 14th Sep, 2006 and as amended till date, the

project falls under, Category “B2, which requires obtaining Environmental

Clearance from Ministry of Environment & Forests, Govt. of India.

The method of mining will be open cast semi mechanized method.

The Stone & Metal production will be approximately 87,500

Cum/Annum.

The lease area is 4.30 Ha.

Total minable reserve available is 15,23,425 Cum.

OB / Waste generated entire lease period will be 13,000 Cum.

The product will be transported through trucks.



2.3 NEED FOR THE PROJECT & ITS IMPORTANCE TO THE COUNTRY/ REGION: The Rough Stone & Road metal from this quarry is dispatched directly to the

consumers like external crusher units for producing stone aggregates of

different sizes. Dispatched directly to the consumers like external crusher

units, construction of roads, bridges, buildings etc in nearby areas and

elsewhere.

There is good demand for the aggregates in the region in the construction

industry. The crushed aggregates of different sizes will be used as construction

of roads, bridges, buildings etc, in the nearby areas and elsewhere. Thus this

quarry paves way providing material for the construction industry which forms

a core infrastructural growth component. Regionally, it also provides good

employment opportunities directly and indirectly. Besides, the CSR activities of

the project proponent has brought about improvement in infrastructure, living

conditions of local community, etc., Monetary gains also accrue to state and

central Governments through receipt of royalties, Taxes, etc., As the mining

operations in the proposed mine will employ about 15 persons through allied

opportunities in logistics, trading, repairing works etc good employment

potential will arise in this internal rural backward area, which will provide a

great fillip for raising income levels and standards of living in the area.

2.4 DEMAND – SUPPLY GAP: The Rough Stone & Road metal is a constituent for infrastructural development

projects like buildings and constructions. It has high demand in region due to

increase in industrial and other infrastructural activities.

2.5 IMPORTS VS. INDIGENOUS PRODUCTION:

The excavated Dispatched directly to the consumers like external crusher

units, construction of roads, bridges, buildings etc.



2.6 EXPORT POSSIBILITY: The Rough Stone & Road metal produced from the mine will fulfill the needs of

the region and surplus if any, will be considered for export.

2.7 DOMESTIC/ EXPORT MARKETS: Domestic Market

The mineral is used in construction of roads, bridges, buildings etc.

Export Market

The proposed mining activity is for indigenous consumption only for

construction of roads, bridges, buildings.

2.8 EMPLOYMENT GENERATION: The total number of man power is required for the mining activity is 15 people.

Skilled labour will operate the technical jobs and unskilled will do the other

jobs. Following personnel are employed at the mine site.

Designation No. of Persons

Mines Manager 1 Supervisor 1 Quarry Incharge 1 Drillers 2 Excavator Operators 2 Compressor Operators

1

Drivers 2 Watchman 1 Helpers 2 Others 2 Total 15

3.0 PROJECT DESCRIPTION: The project activity is Rough Stone & Road metal mining activity. In India, the

number of operating opencast mines is steadily increasing as compared to



underground mines. It is due to low gestation period, higher productivity, and

quick rate of investment. On the contrary, opencast mining attracts

environmental concerns such as solid waste management, land degradation

and socio-economical problems. Most of the adverse impacts of mines are

amenable to technological control by providing necessary preventive and

control measures and finally through effective environmental management of

the operating mines. Environment Clearance is required as per MoEF, EIA

notification 2006 & Its Amendments thereof.

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INDEPENDENT PROJECTS, IF ANY; The Rough Stone & Road metal mining is carried out by open-cast semi-

mechanized method. This is an independent project. No interlinked project is

proposed.

3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC

LOCATION, AND PROJECT BOUNDARY & PROJECT SITE LAYOUT) WITH

COORDINATES;

The Rough Stone & Road Metal project of M/s. S.N.Infra – 4.30 Ha is located at



Top sheet No: 56 O/2 Geographical Coordinates:

The Location Map, Topographical Map & Layout Plan are provided at Figure No:

3.1, Figure No: 3.2 & Figure No: 3.3.

Latitude; Northing Longitude; Easting 17° 42' 06.1510" N 79° 04' 38.4652" E 17° 42' 07.2637" N 79° 04' 38.2986" E 17° 42' 07.4753" N 79° 04' 43.1905" E 17° 42' 11.4912" N 79° 04' 42.5142" E



FIGURE 3.1 – PROJECT LOCATION MAP



FIGURE 3.2 – TOPOGRAPHICAL MAP



FIGURE 3.3 – PROJECT SITE LAYOUT



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 alternative site has been taken into consideration as the mineral is available

at this site.

3.4 SIZE OR MAGNITUDE OF OPERATION: Mine area for the Proposed Road Metal & Rough Stone is 4.30 Ha and proposed

production Capacity is 87,500 m3/Annum.

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC

DIAGRAM / FLOW CHART SHOWING THE PROJECT LAYOUT,

COMPONENTS OF THE PROJECT ETC. SHOULD BE GIVEN).

Details regarding topography geology, mineable reserves, and production

details, Method of mining and extent of mechanization are given below;

3.5.1 Topography: The area is pediplain and diagonal minor lineaments. The lineament is E-W,

NW-SE directions. The area is generally South-West high ground almost the

area slopes towards North-North-East. The major drainage course is flowing

towards South and southeast and minor drainage patterns around the area are

west to south direction in to Alair River flowing at distance 4.5 km from quarry.

The drainage is dendritic to sub-dendritic and drainage courses are second

order, having well defined courses traversing continuously with scattered

cultivated agricultural fields.

3.5.2 Regional Geology: The soil covers is mostly reddish brown with mixture of silt and sand

occasionally clay bottom of the soil covers highly weathered murram (harder

pale coarse grained) which is periphery of the area on south side along the

boundary line. But minor portion of the area is covered by soil and weathered



granitic-gneiss as out crop. The position of quarry lease area is mostly

underground Quarrying operations after removal of weathered rocks. The thick

massive granite is extracted in form of small to bigger size. However, they are

certain extracted portion of granitic blocks contains medium size to uneven

surface with multiple fractures and joints.

3.5.3 Geological Reserves: The reserves and resources of the Rough Stone and Road Metal are together

were computed based on the geological cross-section method, which is

presumed to be more accurate. A total of 3 Geological cross-section where

drawn based on the maximum extent of area to be geological covered, then

contour elevation from ground to exposures in the field viz. a - a’ , b-b’ and c-c’

(Plates III & IV). The area of Rough Stone and Road Metal was measured in

each of these cross-sections and multiplied by respective lengths of influence to

get its volume. The reserves of the Rough Stone and Road Metal are

categorized into Proved (111)/ Measured (331), Probable (121)/Indicated (332)

and Possible (122)/ Inferred (333) categories.

The sum of reverses hidden in the barrier zone/buffer zone, pit slope and

restrictions due to mineable depth is computed and deducted from the true

reserves and resources to get the currently available mineable reserves and

resources are presented in the following table- III, IV, V, and VI. Reserves

calculations of prospective deposit and quarry were done at every state, right

from preliminary to last stage of exploration and quarrying. Further, the

percentage of recovery is a major parameter in arriving mineable deposit. In

this area on exploration and experience the actual quarrying reserves of rock

mass available for marketable value of Rough Stone and Road Metal. Based on

quarrying reserves and resources it is estimated that 100% of the actual

dimensional recovery. The area is covered by thin to thick soil as over burden

(OB) which is no use, but has been utilized for development of plantations and

excess will be dumped in allocated dump yard with in quarry lease area.



TABLE 3.1: GEOLOGICAL RESERVES

Total Proved Reserves and Resources along Geological Cross Section a-b-c

Total Reserves & Resources Volume (cu.m)

Proved Measured (111) 490650 Probable Indicated (121) 631200

Possible Inferred (122) 631200

TOTAL 1753050

A. TOTAL RESERVES & RESOURCES OF THE ROUGH STONE AND

ROAD METAL IN THE LEASE AREA

Table – IV: TOTAL MINERAL RESERVES & RESOURCES OF THE ROUGH STONE AND ROAD METAL IN THE LEASE AREA

S.No: Cross-Section Length of

Section (m)

Influence

height (m)

from Graph

Influence

Depth (m)

from Map

Rough stone and Road Metal

Reserves & Resources Category

Area in Sq.

m.

Volume (cu.m)

1 UNFC (Geological)

a-a'

Proved (Reserve)

Measured(111) 192 10 50 1920 96000

Resources

Probable Indicated (121) 192 20 50 3840 192000

Possible Inferred (122) 192 20 50 3840 192000

2 b-b'

Proved (Reserve)

Measured(111) 198 15 45 2970 133650

Resources



c-c'

3 Proved (Reserve)

Measured(111) 145 20 90 2900 261000

Resources



Total: Total: 29190 1753050



B. RESERVES BLOCKED UNDER BUFFER/BUFFER ZONE:

Reserves of Rough Stone and Road Metal remains to be left out in the (7.5m) Barrier/Buffer zone in the Q.L. Area

S.No: Cross Section

Length of Section (m) in

Barrier/Buffer Zone

(l)

Influence height (m) from Graph

(b)

Influence

Depth (m)

from Map (i)

Rough Stone & Road metal

Reserve Categor

y

Area (lxb)

(Sq.m)

Volume (lxbxh)(cu.m)

Area of Proved

Reserves (lxb) (Sq.m)

Volume of Proved

Reserves (lxbxh) cu.m

1 a-a' 38.5 50 72 1925 138600 770 55440 2 b-b' 37 50 90 1850 166500 925 83250 3 c-c' 30 76 86 2280 196080 750 64500 4 d-d' 15 76 90 1140 102600 375 33750 Total : 120.5 252 338 7195 603780 2820 236940

C. RESERVES BLOCKED UNDER BUFFER ZONE:

Table. IV: Reserves of Rough Stone and Road Metal remains to be left out in the Barrier

zone in the Q.L. Area

S.No: Cross Section

Length of

Section (m) in Barrier Zone (l)

Influence

height (m)

from Graph

(b)

Influence

Depth (m)

from Map (i)


Reserve

Category

Area (lxb)

(Sq.m)

Volume (lxbxh) (cu.m)

Area of Proved

Reserves (lxb)

(Sq.m)

Volume of Proved

Reserves (lxbxh) (cu.m)

1 a-a' 15 50 50 750 37500 150 7500 2 b-b' 15 55 45 825 37125 225 10125 3 c-c' 15 60 90 900 81000 300 27000 Total : 45 165 185 2475 155625 675 44625

D. RESERVES BLOCKED UNDER PIT SLOPE:

Table. V : Reserves of Rough Stone and Road Metal remains to be left out in the

Pit slope and Mineable Depth in the Q.L. Area

S.No: Cross Section

Length of Section (m) in Pit slope and M.D.

Influence height (m) from

Graph

Influence Depth (m) from Map


Granite Reserve Category

Area (Sq.m)

Volume (cu.m)

1 a-a' 20 20 50 400 20000

2 b-b' 20 20 45 400 18000

3 c-c' 20 20 90 400 36000

Total: 60 60 185 1200 74000



E. TOTAL MINEABLE RESERVES AND RESOURCES, EXTRACTION OF MARKET GRADE RESERVES, RECOVERY PROVED, RECOVERY PROBABLE, POSSIBLE AND ECONOMICAL MARKETABLE RESERVES

Table. VI : Mineable Reserve of Rough Stone and Road Metal Granite, its Quarried Waste

and life of Quarry in Q.L. Area

1 2 3 4 5 6 7

Total Reserves

& Resource

s of Rough

Stone & Road Metal

(Table-III In cu.m)

Total Reserves & Resources of Rough Stone &

Road Metal to be left

out in Barrier

Zone (Table- IV )

Total Reserves & Resources of left out

in Pit slope and

Mineable Depth

(Table- V )

Total Actual

Mineable Reserves & Resources of Rough Stone &

Road Metal (colm. 1-

(2+3)

Actual quarried rough

stone and metal

(col.4X0.95)

Quarried Waste of

Stone and

Metal Granite (col.4 X0.05)

Total Mineable Reverse & Resources

for the period

@(col.4/60000

1753050 155625 74000 1523425 1510425 13000 25.39

3.5.5 Mineable Reserves and Life of the Mine:

The total estimated mineable reserves in 3 geological cross sections of Rough stone

and Road metal and its quantity of stone is about 1753050 cu.m (col.4 VI) and leaving

the pit slope 60o is about 74000 cu.m (col.3 table VI) as well as left out in barrier zone

7.5 sq. m (col.2.table VI) is about 155625 cu.m with quarried waste throughout life of

the Quarry is about 13000 cu.m in quarry lease area will be quarried at the rate

around 60000 cu.m per year. The deposit in the quarry lease will last for a period of

around 25 years (Col.6 Table VI) and life of the Quarry’s calculated as detailed below:

Anticipate Life of the Quarry of Reserves and Resources (Quarrying of Rock Mass):

=(Total Mineable Proved Reserves +Probable+Possible

Resources )–(Pit Slope+Buffer zone)

Actual anticipated annual production (Quarrying of

Rock Mass)

= {(1753050)–(229625)}/60000 cu.m.

= 1523425/60000 Cu.m.

= 25.39 years



3.5.6 Method of Mining:

The quarry lease area is in operation with opencast semi-mechanised method

is adopted for quarrying and simultaneously developing multiple benches.

Overburden consists of thin to thick soil cover and weathered granite rock

which is of no use and is a waste. The big boulders are cut into blocks of

varying sizes. The sheet rock so exposed is developed into a working face.

Splitting is effected by wedging the line holes made using jack hammers. In

the present, proposed quarry area will be adopted same methodology in quarry

operation.

Beneficiation (if required) - Not applicable

Drilling and Blasting:

Drilling is accomplished by wagon drill machine capable of drilling, blast hole

of 115 mm dia. The holes are drilled in staggered pattern with 15° inclinations

from vertical.

Loading: The blasted Granite is loaded by Ex-200 Hydraulic excavator directly

into tippers.

Hauling: stony granite will be transported through tippers of 17 T capacities.

All the benches shall have individual haul roads connecting the main haul

road, which shall be 20 to 22m wide and have a gentle gradient of 1 to 60.

Blasting: Scientific and Eco-friendly blasting is proposed using slurry for

achieving higher production. The non EL Detonators are used as to have

negligible impact on the nearby dwellings. Blasting parameters of granite is

given below:

TABLE 3.2: BLASTING PARAMETERS

For 10 M Bench Height Hole Depth 6.0 m Hole Diameter 115 mm Burden 2.5 m Spacing 3.0 m Method Firing Use of Non-electrical initiation Powder Factor 1.7 Kg/m3 Charge Per Hole 50 kgs Pattern “V” pattern



3.5.7 Extent of Mechanization: The machinery requirement is mainly for drilling and transporting the

materials. The details of required machinery are presented in Table 3.2. The

following machinery is deployed by the company:

1) Drilling Machines

Type No's Dia of hole

(mm) Size /

Capacity Make Motive power H.P

Wagon Drill 1 115 Atlas Copco

Compressor 1

450 cfm Atlas Copco 180 450

2) Loading Equipment

Type No's Bucket (Capacity

(M3))

Make Motive Power H.P

Excavator 1 0.9 Tata Ex 200 LC

Rock Breaker

1 0.9 Tata Ex 200 LC



3.5.8 Year wise Production Details:

The year wise production proposed is shown in the following table

TABLE 3.3: YEAR WISE PRODCUTION DETAILS

3.5.9 Loading & Transport:

Loading: The blasted Granite is loaded by Ex-200 Hydraulic excavator directly

into tippers.

Hauling: stony granite will be transported through tippers of 17 T capacities.

Table: Details of Year-Wise Production of Rough Stone and Road Metal from the Geological Cross Section and during the V Year Plan

1 2 3 4 5 6 7 8 9 10 No. of Bench and Its

R.L's Year Leng

th of Section

from X-Y section in (m)

Height

from Grap

h (m)

Length of

Influence (m)

Rough Stone & Road Metal Excepte

d Quarried BS

& RM Per year

@ 60000/-

Area (Sq.m)

Volume (col.

3 Col.4) (Cu.m)

Economical

Marketable

Stone and

Metal (Cu.m)

Over Burden

(OB) Waste

(cu.m)

352-340m operation from North to NE and extends to

center of Q.L.

I Year 50 8 220 400 88000 87500 500 1.47

352-340m in North to NE peration extends to center

of Q.L.

II year 30 8 220 240 52800 52300 500 0.88

352-340m at starts operation from North to

South proceed to center of quarry

III Year 25 9 220 225 49500 49000 500 0.83

356-340m operation at North to NE and extends to

center.

IV Year 20 10 200 200 40000 39800 200 0.67

356-340m operation from North to South proceeds to

Centre of quarry

V Year 20 16 230 320 73600 73500 100 1.23

Total: 1385 303900 302100 1800 5.07



3.5.10 Waste Generation & Disposal:

The Solid waste generated(OB) during five years of excavations in the plan

period will be in the form of quarried Top soil and partially weathered granite is

about 1800 cu.m. Particulars of the dumping site: A waste dump yard (OB),

with a base area of around 500 m2 (0.123acres) is demarcated on the North-

eastern part of the proposed quarry lease. The year wise waste generation in

present years as follows:

TABLE 3.3: YEAR WISE WASTE GENERATION

Table.: The Year –Wise details of the Solid waste generated during the Five Year Plan period

Year Top soil (cu.m)

Fractured Weathered Rock

(Cu. m)

Quarried Waste of Rough Stone and Road

Metal (Cu. m) I Year (2017-2018) 500 0 500 II Year (2018-2019) 500 0 500 III year (2019-2020) 500 0 500 IV Year (2020-2021) 200 0 200 V Year (2021-2020) 100 0 100

Total 1800 0 1800

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 final product will be sent to consumers

based on their demand. The mode of transportation of raw material will be by

road. Trucks will be used for transportation to the end users.

3.7 RESOURCES 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. Some of the

rejects/ waste will be used for the maintenance of roads.



3.8 AVAILABILITY OF WATER ITS SOURCE, ENERGY /POWER

REQUIREMENT AND SOURCE;

Water Requirement:

The daily water requirement will be 5.06 KLD, which will be sourced from

outside Tankers.

Power Requirement: There will not be any requirement of power supply for the proposed project

activity. The Quarry activities are envisaged to be carried out only during day

time by manually and Semi mechanized method. All the equipment shall be

operated with diesel as motive power. One D.G set of 80 KVA is proposed for

back-up power and other requirements.

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

SCHEME FOR THEIR MANAGEMENT/DISPOSAL

The Solid waste generated(OB) during five years of excavations in the plan




eastern part of the proposed quarry lease. No liquid effluent will be generated

at the mine site. The domestic wastewater of 0.3 KLD generated will be sent to

septic tanks followed by soak pits.

REQUIREMENT KLD Dust suppression on haul roads 1.60 Green belt 2.58 Domestic Activities 0.68 Others 0.20 Total water required 5.06



4.0 SITE ANALYSIS 4.1 CONNECTIVITY (Mine Site) MODE DESCRIPTION Nearest Railway Station Alair – 6.8 Kms (SSW) Nearest Airport Hyderabad Airport – 85.0 Kms (SSW) Nearest Highway NH-202 – 4.0 Kms (S) Nearest Seaport Kakinada Port – 350 kms (SE) 4.2 LAND FORM, LAND USE AND LAND OWNERSHIP 4.2.1 Land Form: The quarry lease area is located on a stony boulder followed by pediplain and is

a non-agricultural barren land.

4.2.2 Land Use: The sanctioned lease area is a Patta Land 4.30 Ha and being not to put any

other use.

4.2.3 Land Ownership: The sanctioned lease area is Patta Land 4.30 Ha. 4.3 TOPOGRAPHY:

The area is pediplain and diagonal minor lineaments. The lineament is E-W,

NW-SE directions. The area is generally South-West high ground almost the

area slopes towards North-North-East. The major drainage course is flowing

towards South and southeast and minor drainage patterns around the area are

west to south direction in to Alair River flowing at distance 4.5 km from quarry.

The drainage is dendritic to sub-dendritic and drainage courses are second

order, having well defined courses traversing continuously with scattered

cultivated agricultural fields.

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.

The existing land use is Govt. waste land and being not to put any other use

4.5 EXISTING INFRASTRUCTURE: There are no buildings & structures within the mine lease area except some

vegetations existing in the lease area which will be cleared when required.

Basic Amenities:

A) Communication & Post-Office:- The Nearest Post & Telegraph Office is at

Alair – 6.5 Kms (SSW)

B) Government & Private Schools: - Alair – 6.5 Kms (SSW)

C) Nearest Hospital: - Alair – 6.5 Kms (SSW)

D). Nearest Dispensary: - Alair – 6.5 Kms (SSW)

4.7 CLIMATIC DATA FROM SECONDARY SOURCES:

S.NO. PARTICULARS DETAILS 1. Archeological Important Places None 2. Ecological Sensitive areas

(National park, Wild Life Sanctuary & Biosphere Reserve etc.)

None

3. Reserved Forests None 4. River/Water Bodies Alair River – 4.0 Kms (W)

Water body near Pembarti – 2.5 Kms (SE)

S.No PARTICULARS DETAILS 1. Minimum Temp 18°C 2. Maximum Temp 45°C 3. Normal Rainfall 730 mm



4.8 SOCIAL INFRASTRUCTURE AVAILABLE:

5.0 PLANNING BRIEF 5.1PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, AND

TRANSPORTATION ETC.) TOWN AND COUNTRY PLANNING/

DEVELOPMENT AUTHORITY CLASSIFICATION

The project activity is carried out by opencast semi mechanized method by

forming benches. The ultimate pit limit is marked as shown on the Geological

Plan & Sections. Conceptual plan period production & development details as

furnished in the Conceptual Mine Plan. Dumping will be done at designated

area within the lease area. At the end of the Conceptual Period complete

dumps will be afforested and wherever possible and along road sides greenbelt

development will be carried out. Safety bunds, fencing & retaining walls shall

be constructed as per the directions and guidelines of Directorate General of

Mines Safety.

5.2 POPULATION PROJECTION:

The man power of mines includes Mines manager, Engineer, Geologist, skilled

and unskilled Labours and medical officers etc. As for the socio-economic is

concerned from the Quarry activity nearby villagers shall get direct employment

Particulars Name Distance with Direction Nearest Habitation Srinivasapuram 1.1 Kms (ESE) Nearest Town Alair 6.5 Kms (SSW) District Headquarter Yadadri – Bhuvanagiri 30.0 Kms (SW) Nearest Railway station Alair 6.8 Kms (SSW) Nearest Airport Hyderabad 85.0 Kms (SSW) Nearest Port Kakinada 350 Kms (SE) Nearest High way NH-202 4.0 Kms (S) Nearest Dispensary & Govt. Hospital

Alair 6.5 Kms (SSW)

Education Facilities Alair 6.5 Kms (SSW)



for about 15 persons. The proposed Quarry activities also shall bring the

positive change in the villages.

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

• Greenbelt will be developed in an area of 0.43 Hectares in lease period.

• Plantation will be done along the Buffer zone of the Lease area and Waste

dumps.

• Plant species like Pongamia, Neem & Tamarind will be used to develop

green belt.

• About 40 Saplings will be planted along both sides of the Haul road of

100mts length at 5 mts spacing

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND

SOCIAL):

The existing road network will be sufficient to meet the proposed production

capacity. However, required infrastructure for transport within the leasehold

area will be further strengthened and improved. No new routes or alternations

are required in this regards.

5.5 AMENITIES/FACILITIES

It is proposed to provide the site services like Mines office and other statutory

constructions like Rest Shelter, First Aid, Work shed and Drinking water as

required near the QL.

Manager’s Room – 6m x 6m x 3m with ACC roof

Rest Room – 6m x 6m x 3m with ACC roof

Toilets – 2m x 1.5m x 3m

First Aid – Provision is made in the Manager’s Room

Drinking water – Provision is made in the Rest Room



6.0 PROPOSED INFRASTRUCTURE: 6.1 INDUSTRIAL AREA (PROCESSING AREA- MINE LEASE AREA)

The total mine lease area is 4.30 Hectares. Mines office and other statutory

constructions like rest shelter, first aid, work shed are available at the site and

the same will be utilized for future.

6.2 RESIDENTIAL AREA (NON PROCESSING AREA) As the local person will be given preference for employment, hence no

residential area/ housing is proposed.

6.3 GREEN BELT:

• Greenbelt will be developed in an area of 0.43 Hectares in lease period.

• Plantation will be done along the Buffer zone of the Lease area and Waste

dumps.

• Plant species like Pongamia, Neem & Tamarind will be used to develop

green belt.

• About 40 Saplings will be planted along both sides of the Haul road of

100mts length at 5 mts spacing

Year Name of Plant No. of Plants

Area Spacing

Area in Ha

1st Year Pongamia, Neem & Tamarind 34 2.5 x 2.5m 0.0215

2nd Year Pongamia, Neem & Tamarind 34 2.5 x 2.5m 0.0215 3rd Year Pongamia, Neem & Tamarind 34 2.5 x 2.5m 0.0215

4th Year Pongamia, Neem & Tamarind 34 2.5 x 2.5m 0.0215

5th Year Pongamia, Neem & Tamarind 34 2.5 x 2.5m 0.0215 Total 172 - 0.1075 Lease Period

Total 516 - 0.43



6.4 SOCIAL INFRASTRUCTURE:

Local people will be employed for excavation activity. The project will provide

the indirect means of earnings in the area of vehicle driving, shops,

construction etc. As a result the project will bring a positive impact on the

adjacent civilization.

6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL /

METRO/ WATER WAYS ETC.)

MODE DESCRIPTION Nearest Railway Station Alair – 6.8 Kms (SSW) Nearest Airport Hyderabad Airport – 85.0 Kms (SSW) Nearest Highway NH-202 – 4.0 Kms (S) Nearest Seaport Kakinada Port – 350 kms (SE)

6.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER): The total water requirement of the project is 5.06 KLD which will be used for

Dust Suppression, Greenbelt Development & Domestic purposes and will be

sourced from nearby villages through Tankers.

6.7 SEWERAGE SYSTEM: Domestic Waste Water will be sent to Septic Tank followed Soak pit. Outside

discharge is not envisaged.

6.8 INDUSTRIAL WASTE MANAGEMENT: There is no generation of Industrial Solid waste due to this mining activity.

6.9 SOLID WASTE MANAGEMENT: The Solid waste generated(OB) during five years of excavations in the plan




eastern part of the proposed quarry lease.



6.10 POWER REQUIREMENT & SUPPLY/SOURCE: There will not be any requirement of power supply for the proposed project

activity. The Quarry activities are envisaged to be carried out only during day

time by manually and Semi mechanized method. All the equipment shall be

operated with diesel as motive power. One D.G set of 80 KVA is proposed for

back-up power and other requirements.

7.0 REHABILITATION AND RESETTLEMENT (R and 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).

Not Applicable as the lease area is Patta Land and there is no involvement of

Rehabilitation and Resettlement plan.

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 be started once obtain the Environmental Clearance and other

necessary approvals from respective departments of state Government.

8.2 ESTIMATED PROJECT COST AND ALONG WITH ANALYSIS IN TERMS

OF ECONOMIC VIABILITY OF THE PROJECT

Total project cost – Rs. 50 Lakhs

EMP Capital Cost – Rs. 5.61 Lakhs

EMP Recurring Cost – Rs. 3.25 Lakhs



9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

The lease is result in growth of the surrounding areas by increasing

direct and indirect employment opportunities in the region including

ancillary development and surrounding infrastructure. Special emphasis

on Financial and Social Benefits is being given to the local people

including tribal population, if any in the area.

The project will bring economical benefits to the state by the way of

Royalty.

Development of social amenities is in the form of medical facilities and

providing books and school uniforms to the poor students nearby

schools.

No major adverse effect on environment is envisaged as the required

mitigation measures are will be given priority.



10.0 ENVIRONMENTAL MANAGEMENT PLAN: 10.1 POLLUTION SOURCES & CONTROL MEASURES:

S.NO PARTICULARS SOURCE CONTROL MEASURES & MANAGEMENT

1. Air Pollution Drilling,

Loading &

Un Loading

Haul Roads

Transportation ,

Waste Handling

&

D.G. Set (80 KVA)

a)Wet Drilling System b)Jackhammer are provided with Gunny bags c)Regular Sprinkling of Water on haul roads d)Greenbelt Development along the Buffer Zone of the Lease area, Haul roads & Waste Dumps e)5.0 Mts of stack height is provided for DG Set ( H = h + 0.2 x √ KVA)

= 3+ 0.2 x √80 KVA = 4.78mts

f) Provision of dust masks g) Cloth for drillers

2. Water

Pollution

Domestic Waste

Water

a). 0.3 KLD of Domestic wastewater will be sent to the septic tank followed by soak pit. b). Retention wall at the foot of the dump for allowing clean water out. c).Garland drains will be provided around the waste dump. d). Siltation tanks construction at the discharge end of garland drains to arrest silt.

3. Noise Pollution Drilling,

Material

Handling,

Loading,

D.G. Set &

a). Periodical maintenance of machinery b). Thick green belt along the Buffer Zone of the Lease area c). Acoustic enclosure for the DG sets d). Speed of vehicles will be



Movement of

vehicles

limited e). Provision of earmuffs/ear plugs to employees

4. Solid Waste Rock Waste/Over burden waste

1800 m3/ 5 Years

a).Waste Will be stacked in the North & East side of the Lease Area over a an area of 500 m2. b).Retaining wall will be constructed around the dump c). Garland drains will be constructed around the dump d).Rock Waste is crushed into smaller sizes and used as a road metal e). Over Burden waste is used in filling low lying areas f). Rejected material is used in making of tiles

10.2 BUDGET FOR IMPLEMENTATION OF EMP

S. No. PARTICULARS CAPITAL COST RECURRING

COST 1 Dust Suppression 100000 38500

2 Greenbelt 100000 86500

0 1700

0 3400

0 20000

3 Retaining Wall 60000 25000

4 Siltation Tank 30000 20000

5 Garland Drain 60000 20000

6 Septic Tank& Soak Pit 80000 10000

7 First Aid Facility 100000 45000

8 Environmental Monitoring 0 40000

9 Others 0 0

Safety Shoes 6000 3000

Helmet 3000 1500

Hand Gloves 4500 2250

Ear Plugs 2250 1125

Dust Protection Cloths 3600 1800

Gunny Bags For Jack Hammers 12000 6000

Total 5,61,350/-

Say 5.61 Lakhs 3,25,775/-

Say 3.25 Lakhs



10.3 ENVIRONMENTAL MONITORING

The monitoring of various environmental parameters is necessary and is a part

and parcel of the environmental protection measures. Locations and frequency

of monitoring should be as per the guidelines of Telangana State Pollution

Control Board.

S. No. Potential Impact

Action to be Followed

Parameters for

Monitoring

Frequency of Monitoring

Location

1 Air Emissions

Ambient air quality within the premises of the Mine Lease Area and nearby habitations to be monitored.

PM10, PM2.5, SO2, NOx and CO.

Periodic during operation phase As per CPCB/ TSPCB guidelines

Four Locations

2 Noise Noise generated from various mining activities

Spot Noise Level recording

Periodic during operation phase

Five Locations

3 Water & Waste Water Quality

Sampling & Analysis of Waste Water

As per CPCB Guidelines


Two Locations

4 Soil Quality

Sampling & Analysis

As per CPCB Guidelines


One Location

5 Health Employees and Labor health check ups

All relevant parameters

Regular check ups

Annually

11.0 OCCUPATIONAL HEALTH & SAFETY: The management of occupational safety & health is the prime responsibility of

mine management. The following facilities will be provided to the employs;

Provision of Dust masks to prevent exposure of persons to dust

Provision of ear muffs/ear plugs for protecting workmen from adverse

affects of noise

Regular health monitoring of workers will be carried out.

First Aid Facility at site.



14.0 CONCLUSION

The Rough Stone & Road Metal Mining project (Minor Mineral) of M/s.

S.N.Infra – 4.30 Ha is located at Sy.No: 31 & 32, Srinivasapuram Village, Alair

Mandal, Yadadri-Bhuvanagiri District, Telangana State will be environmental

compatible to the surrounding due to the high standards of pollution control

measures to be adopted during the operational phase. Environmental

Management Plan will help minimize adverse impacts on the environment.

Where impacts occur, immediate action must be taken to reduce the escalation

of effects associated with these impacts. To ensure the relevance of this

document to the specific mine development stage, it needs to be reviewed

throughout all phases. Hence, it is requested that necessary Environmental

Clearance may be accorded for implementation of the project.

Documents

PRE FEASIBILITY REPORT ENVIRONMENTAL MANAGEMENT PLANenvironmentclearance.nic.in/writereaddata/Online/TOR/29... · 2017-12-29 · pre feasibility report & environmental management