ENVIRONMENTAL MANAGEMENT PLAN

OF

ROAD METAL M/s.The Perecherla Tella Quarry Vaddera Quarry Workers L.C.Co-op.Society Ltd. 0.971 Ha (Non Forest)

Sy. No.155/A1, Plot No.8 (P) Chinapalakalur Village, Rural Mandal, Guntur , .

FOR

80957 m3/Annum OF ROAD METAL PRODUCTION Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), , A.P. EMP Report

1.0 INTRODUCTION

M/s.The Perecherla Tella Quarry Vaddera Quarry Workers L.C.Co- op.Society Ltd,. Possess mining lease for production of Road Metal over an extent of 0.971 Hectares in Sy. No. 155/A1, Plot No. 8 (P) of Chinapalakalur Village, Guntur Rural Mandal, Guntur District, Andhra Pradesh.

The subject mine as per Government of , Ministry of Environment, Forest & Climate Change, New Delhi to the Environment (Protection) Act, 1986 vide Notification No’s: 141(E), dated: 15.01.2016 & 190(E), dated: 20.01.2016 necessitates obtaining Environmental Clearance from District Level Environment Impact Assessment Authority (DEIAA) for final Approval.

Subject report presents the Environmental Management Plan detailing the measures proposed to be implemented by the Quarry Owners.

Brief Description of the Nature of the Project.

Project is Road Metal Quarry located in an area of 0.971 Ha. Road Metal of 80957m3/Annum is produced by means of conventional method of opencast mining through drilling, blasting, loading and shifting through dumpers/tippers before crushed.

2.0 LOCATION OF THE QUARRY AREA:

M/s.The Perecherla Tella Quarry vaddera, Q.W.L.C Co - Operative Society Ltd, – 0.971 Ha is located at Sy. No.155/A1, Plot No. 10(P) Chinapalakalur Village, Guntur Rural Mandal, Guntur District, A.P.

The Quarry Lease Area is a part of the Survey of India Toposheet No. 65/D/7. average altitude of 60-70 m above MSL.

Latitude & Longitude A) 16°19'20.80"N - 80°21'39.30"E B) 16°19'16.30"N - 80°21'42.50"E C) 16°19'20.90"N - 80°21'41.80"E D) 16°19'17.10"N - 80°21'39.20"E

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

The location map of the Quarry Lease Area is shown in Fig – 1.

Nearest railway line connecting Guntur - of South Central Railway line, at a distance of 0.5 km to Southern direction from the Quarry Lease Area. Key map showing the location of various features around the Quarry Lease Area is shown in Fig – 2.

Guntur is major town at a distance of 8.1 km in ESE direction.

The National Highway (NH-5) (Renamed to NH-16) connecting Guntur – Ongole at a distance of about 5.2 km in SE direction, The State Highway (SH-2) connecting from Guntur – Sattenapalle is at distance of 1.9 km in SW direction. The State Highway (SH-50) connecting from Guntur – Narasaraopet is at distance of 0.9 km in S direction. The nearest railway station is Perecharla RS at 2.4 km in WSW direction.

There are no wild life sanctuaries, national parks, elephant/tiger reserves within 10km radius of the study area.

Bird Sanctuary – 16.5 km – E

Nearest Settlements from the Quarry Lease Area

 Perecharla – 1.1 km – NW  Chinnapalakaluru – 0.5 km –NE

Nearest Reserved Forests from the Quarry Lease Area

 Kondavidu RF – 0.6 km – S

Salient features of Quarry Lease Area are given in Table – 1 and Fig - 3 shows the study area of 10 km radius around the Quarry Lease Area

2.1 Topography:

The topography of the ML area varies from 140 m to 110 m AMSL with surface relief of 30 m. The general slope of the terrain is towards South East.

B.S. Envi-Tech (P) Ltd., Sec.

Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

TABLE - 1 SALIENT LOCATIONAL FEATURES OF THE MINE Feature Details Altitude 75-145 m above MSL A) 16°19'20.80"N - 80°21'39.30"E B) 16°19'16.30"N - 80°21'42.50"E Latitude & Longitude C) 16°19'20.90"N - 80°21'41.80"E D) 16°19'17.10"N - 80°21'39.20"E Village, Tehsil, District, State Sy. No.155/A1, Plot No. 13(P) Chinapalakalur Village, Guntur Rural Mandal, Guntur District, A.P. Area 0.971 Ha District Head Quarters Guntur – 9.0 km - ESE IMD Station Khammam – 104.00 – NNW

Max. Temp., oC 47.2 Min. Temp., oC 9.4 Relative Humidity,% 35-83 Annual rainfall, 1031.6 mm Topography Plain Soil Type Hilly Terrain Vankayala Padu Minor – 0.6 km – S Nearest Water Bodies Bandar Upalli Major Canal – 2.3 km - NW Kondavidu Vagu – 5.5 km - WNW Nearest Highway National Highway (NH-5) connecting Guntur – Ongole – 6.2 km in SE direction. The State Highway (SH-2) connecting from Guntur – Sattenapalle is at distance of 2.2 km in SW direction. The State Highway (SH-50) connecting from Guntur – Narasaraopet is at distance of 1.2 km in S direction Nearest Railway Station Perecharla RS at 2.4 km - WSW Nearest Industries None within 10 km radius Nearest Village Perecharla – 0.9 km – NW Chinnapalakaluru – 0.2 km –NE Nearest Town Guntur – 9.0 km – ESE Inter State Boundary Andhra Pradesh – Telangana – 45.1 km – N Nearest Air port Gannavaram ( Vijayawada ) – 52.0 km - ENE Bird Sanctuary/National Uppalapadu Bird Sanctuary – 16.5 km – E Parks Nearest Forest Kondavidu RF – 1.2 km – S Historical places None within 10 km radius * All distances mentioned in the above table are aerial distances.

B.S. Envi-Tech (P) Ltd., Sec.

Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

The standard bench mark at the Perecherla station which is marked at 50.2m AMSL was taken as the standard and with its basis, a reference bench mark was set up at the temple nearby, which is at 70m AMSL. This was again transferred and tied up with the Outside station (benchmark which was already fixed on the ground. The outside point is at 73 m AMSL.

Now, the outside point altitude is taken as the reference for arriving at the GPS coordinates of all the four corners of the lease area.

2.2 Geology and Exploration

a. Brief description of Regional Geology with reference to location of lease/applied area

The area is underlain by various geological formations of different age groups ranging from Archaean to Recent. The Archaean basement complex comprising the granite-gneisses, Schists, Khondalites, Charnockites and basic dykes of dolerites form the predominant rock types in the central part. The fringe of the Archaeans in the central part is represented by Cuddapah basin, namely Nallamalai group of Upper Cuddapahs. In a sequential order, the younger Kurnools occurring in the Cuddapahs and those in the western parts of the district are thrust over by the Cuddapahs and these in turn by the Archaean granite-gneisses. The Upper Gondwana group of sandstones and shales out crop are seen at places between Guntur and . The youngest rock types of the district appear to be of Mio- Pliocene age followed by the Alluvial deposits of Recent to Sub-Recent age

b. Detailed description of geology of lease area

Local Geology:

The gravel occurs as the sloping hillock. It contains granite- gneisses, and Schists. The generalized lithological succession of the area is

· Soil Recent · granite-gneisses } · Schists, Khondalites, Charnockites } Archaen · Basement rock Not encountered

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

One distinct litho-stratographic unit constitute the subject area which is Road Metal. No other minerals or rock units are seen in this area. The Schist is predominantly distributed in the most of the mine lease area. road metal is exposed along the mine working in the quarry. Mineral Road Metal occurring in this area is grey in colour on the surface.

2.3 RESERVES

Total Volume of rock available , 484574 m3 Bulk Density 1.6 t/cum Total Mineable Reserves 1775318 Tonnes Annual Production 80957cu.m UNFC Proven(111)-above 484574 m3 Classification ground level Total 111 484574 m3

3.0 Mining Methodology

Road metal in the quarry area is excavated by conventional method of opencast mining.

The material in the quarry area is excavated by conventional method of opencast mining through drilling. Blasting, loading and shifting through dumpers/tippers before crushed. Benches are not formed at present, as is the practice in this area. The workings are planned as per the present practice of slicing and chopping. However, it is suggested that the benches shall be formed immediately and once it starts, the Scheme can be modified accordingly. Benches formation shall be continued below ground level also.

Pneumatically operated Jack hammers are employed for drilling 25 mm dia. holes. The holes are decked with Gelatine sticks and blasted. The gelatine sticks are stemmed with saw dust and blasted. The top surface of the bench and surrounding surfaces are kept clean. To offer resistance to the air pressure, the holes are covered with sandbags. About 1m3 boulders are extracted with the blasting. These are reduced to one cu.ft stones by Rock breaker. The stones are loaded into the dumper/tipper by a 0.9 m3 capacity bucket loaders. The stones so

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

loaded into dumpers/tippers are moved to crusher to reduce it to the desired size. The crushed material is passed through a double/triple deck screens and the so separated sized stones are moved though the belt conveyors into stockpile.

3.1 Machinery and Man Power Requirement for Mining Operations

The nature and quantity of machinery required for excavation and /or blasting of construction stone / rock depends on the production capacity of the quarry. However, the machines used are as follows:

LIST OF MACHINERY Name of the Machine Purpose Capacity Nos.

Compressors For compressed air - 12

Rock Breakers Breaking the rock - 1

Jack Hammers Drilling into rock 25 12 dia. Tippers/Dumpers Transporting 15T 5

Excavator Excavation and loading 0.9m3 1

32 persons are employed for carrying out the mining operations

Transportation: Stone excavated from the quarry are transported to the crushing unit material through 15 MT capacity trucks/ dumpers. During transportation overfilling of trucks and consequent spillage of materials on the roads will be avoided by covering tarpaulin in the loaded trucks.

3.2 DESCRIPTION OF ENVIRONMENT

The project environmental quality in the vicinity of a quarry lease area identified for proposed mining serves as the baseline status and also for identification of environmental concerns/impacts corresponding to project area.

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

Existing land use pattern

The mining lease area is 1.568 Ha. So far about 0.041 Ha is excavated and in the next five years another 0.689 Ha will be excavated. By the end of life of mine, 1.568 Ha will be excavated. At the conceptual stage mined out area will be converted into water reservoir, pisiculture will be developed which helps in ground water recharge. A concrete wall has been constructed inorder to safeguard the entrants and also for arresting the rolling mass of metal.

3.3 Water Regime:

No perennial streams are existing in and around the quarry lease area. Ground water in plenty is available

3.4 Flora and Fauna:

The subject area is devoid of trees and major vegetative cover., no major wild life exists in the area.

3.5 Quality of Air, Water and Ambient Noise Level:

The subject area is away from industries and Human settlements. The impact of quarrying is not likely to have any adverse impact on the existing environment. Quarrying even on a small scale causes some environmental impact. Therefore, efforts are necessary to mitigate the environmental impact created. The management is well aware of this aspect and will take all precautions to mitigate the impact.

3.6 Climatic Conditions:

The peak summer will be in the month of May. Highest temperatures of 48.5°C are recorded in the area during the month of May and the lowest temperature of 12°C is recorded in the month of January. During 2010-2011 the rainfall of the area was of the order about 714.6 mm.

3.7 Human settlements

Human settlements within 5 km of the quarry are given below:

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

Village Population Chinna Palakaluru 4488 Perecharla 16563 Mallavaram 2009 Pedda Palakaluru 13989 Adivi Takkellapadu 7966 Bandarupalli 5063 Visadala 2537 Gundlapalem 11369 Dokiparru 5489 Ankireddipalem 22256 Nallapadu 9820 (Source:www.censusindia.gov.in)

3.8 Public buildings

No public buildings, important places and monuments are seen in and around the quarry lease area; however, the lessee will adopt the safety measures while conducting the quarry operations as per the Regulations of Metalliferrous Mines Regulation 1961

Sanctuaries/ eco-sensitive areas

There are no Sanctuaries/ eco-sensitive areas existing within 5 km radius

4.0 IMPACT ASSESSMENT

(a) Land Area.

The mining lease area is 0.971 Ha. So far about 0.25 Ha is excavated and in the next five years, excavation will progress in another 0.246 Ha. By the end of life of mine 0.971 Ha will be excavated. The excavated area will be reclaimed by converting into water holding tank

(b) Air Quality

The project includes various quarrying operations involving

· development of benches,

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

· approach roads, · haul roads, · drilling, · blasting, · excavation and · transportation

These operations generally result in generation of dust and thereby pose health hazards. However, adequate control measures will be provided at every stage of operation such as water sprinkling at loading and unloading point and on haul roads before transportation to reduce the fugitive dust emissions.

Heavy Earth Moving Machinery like excavator, dumpers, dozer and other transport vehicles will emit gaseous pollutants mainly CO and NOx.

The generation of dust is anticipated from various quarry activities i.e. drilling, blasting, loading, haulage, unloading, and other activities related to quarry. The increment in the fugitive emissions will be due to material handling and transportation activity. These will be restricted to the lease area only by adopting water sprinkling, which will be practiced at the quarry site to control air pollution load. When the mines are under closure, the following is the ambient air quality.

AAQ monitoring Station VALUES (ug/M3)

No. Locations PM10 PM2.5 SO2 NOX 1. Mine Site 53.9 25.4 7.2 8.1 Chinna 2. 44.5 16.8 palakalur 6.5 7.5

Ambient air quality standards promulgated by National Ambient Air Quality applicable to the subject project are given below

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

NAAQ Standards Pollutant Time Concentration in Weighted Ambient Air Average Industrial, Residential, Rural and Other Area

Sulphur Dioxide (SO2), Annual* 50 µg/m3 24 hours** 80

Nitrogen Dioxide (NO2), Annual* 40 µg/m3 24 hours** 80 Particulate Matter (size Annual* 60 less than 10 µm) or 24 hours** 100

PM10 µg/m3 Particulate Matter (size Annual* 40 less than 2.5 µm) or 24 hours** 60

PM2.5 µg/m3

Dust levels will be higher within the active operational areas (quarry area) due to blasting and transportation. However, in the buffer zone it is not likely to be affected by dust problems, when proper dust suppression measures are taken.

Air Quality Management

The following measures will be adopted to mitigate air pollution generated due to the quarry activities:

 water sprinkling while drilling

 Rock breaker will be used for breaking over size boulders in order to reduce dust and noise generation.

 Water spray on haulage roads & proper maintenance of haul roads will be done.

 Development of green belt around lease boundary, roads and other places will be carried out to control the air pollution.

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

 Personal Protective Equipment like dust mask will be provided to all employees working in the dusty areas.

 Proper maintenance of vehicles will be done to limit gaseous emissions.

(c) Water Quality

Surface Water

There is no perennial surface water source in the quarry lease area. Ground water is the source for the nearby habitation also. Stone is non-toxic in nature. There will be no outside discharge of liquid effluent from the quarry site.

Ground Water

Ground water pollution can take place only if the quarry rejects contain toxic substances, which get leached by the precipitation water and percolate to the ground water table thus polluting it. Any nearby wells or other sources of water can be rendered unfit for drinking and even for industrial use.

This is not the case with this deposit as the stone or topsoil does not contain any harmful ingredients. Moreover, stone constitutes of fairly inert and chemically non- reactive ingredients.

The general ground level in the quarry area is 72 mRL. Water table in the area measured at nearest habitation is about 35 m bgl. Ultimate quarry depth will be limited to 02m bgl. The quarry workings will not intersect ground water table.

(d) Noise Levels

Noise generation is from operations at quarry development, excavation and transportation of stone.

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

High noise levels will be confined to work zone areas only. Noise levels get diffused rapidly with distance.

Noise impact is mainly restricted to the work zone areas. Hence, the noise levels impact due to the quarry operations on community is insignificant.

Noise Control Measures

The following control measures will be adopted to keep the ambient noise levels well below the limits:

• Controlled blasting with proper spacing, burden, stemming and optimum charge/delay will be maintained. • The blasting will be carried out during less human activity timings i.e. during lunch interval or during change of shifts. • Proper maintenance, oiling and greasing of machines at regular intervals will be done. • Green Belt and Plantation will be developed wherever possible

(e) Vibration Levels ( due to blasting)

Ground vibration, fly rock, air blast, noise, dust and fumes are the effects of blasting on environment. The seismic wave due to explosive energy in the ground can cause significant damage to structures and disturbance to human occupants due to vibration.

The vibration/ Particle Velocity (Peak Particle Velocity) is measured in millimetre per second. The standards for safe limit of PPV are established by Director General of Quarrys Safety for safe level criteria through Circular No. 7 dated 29/8/1997. The safe level criteria PPV as mentioned in Circular No. 7 of DGMS is presented below: -

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

PERMISSIBLE PEAK PARTICLE VELOCITY (mm/s) Dominant S. Type of Structure Frequency No. < 8 8 - 25 > 25 Hz Hz Hz A) Buildings/structures not belonging to the owner Domestic houses/structures 1. (Kuchcha brick and cement) 5 10 15 Industrial Buildings 2. (RCC and framed structures) 10 20 25 Objects of historical 3. importance and sensitive 2 5 10 structure B) Buildings belonging to the owner with limited life span Domestic houses/structures 1. (Kuchcha brick and cement) 10 15 25 Industrial buildings 2. (RCC & framed structures) 15 25 50

Blasting damage has been classified into four categories; and no appreciable damage occur when PPV less than 17 mm/sec. So no effect is envisaged.

EFFECT OF GROUND VIBRATION ON STRUCTURES S. No. Category Description of Damage No No formation of noticeable cracks 1. Appreciable (PPV <17mm / sec.) Damage Formation of fine cracks, fall of plaster, opening & lengthening of old cracks, 2. Threshold loosening of joints, dislodging of loose objects, etc. PPV - 17.75mm / sec.) Superficial not affecting the strength of structures – broken windows. Hairline 3. Minor cracks in masonry around openings near partition, broken windows. Fall of loose mortar etc. (PPV – 30 mm / sec)

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

Formation of several large cracks, serious weakening of structures, shifting of 4. Major foundation, fall of masonry, ruptures of opening vaults, etc. (PPV– 40 – 60 mm / sec)

As the distance increases the PPV value is likely to reduce. The ground vibrations generated by blasting during the quarry operations will be maintained well within standards prescribed by DGMS by controlled blasting and optimum charge. Ground vibrations are not likely to affect the structures in the vicinity of quarry lease area.

VIBRATIONS AND FLY ROCKS CONTROL MEASURES

The Mine is located close to the Chinapalakalur village. Due to the location of the village in proximity to the mine, there is a chance of propagation of ground vibration and the fly rock reaching the village. The following additional measures will be taken for the mines located in the vicinity of the village

 The charge weight per delay will be reduced so as to contain the peak particle velocity  Bench width will be reduced based on the requriement  Burden and spacing of the boreholes will be kept minimum  Cutoff trench based on the requirement will be provided  Blasting will be avoiding during the high winds  Decking of the explosive will be done by stemming with rice husk  Top of the bench is kept free of the small stones and boulders  The top of the bench is covered with tarpaulin and sand bags so as to contain air over pressure and fly rock

The blasting operations will be carried out by drilling and blasting. The measures for abatement of ground vibration, air blast and fly rocks are detailed below:

 Blasting will be performed strictly as per the guidelines specified under MMR, 1961;

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

 Proper design of blast with correct spacing, burden & optimum charge/delay;

 Supervision of drilling and blasting operations to ensure blast design geometry as per planning;

 Sub-drilling will be kept adequate to eliminate toe formation;

 Supervision of drilling and blasting operations to ensure blast design geometry;

 Sub-drilling will be kept just adequate to tear-off the bench bottom;

 Blasting operations will be carried out only during day time as per DGMS guidelines;

 Proper warning signals will be used;

 Adequate safe distance from habitation as per standards from centre of blasting will be maintained;

 Drilling parameters like over burden, depth, diameter and spacing will be properly designed to ensure proper blast;

 Effective stemming of the explosives will be done in the drill holes;

f. Water regime

Water Pollution Control Measures

The following measures will be implemented to prevent water pollution (if any) from the quarry:

 No wastewater will be generated during quarry operation  Garland drains all along the downstream boundary of the pit.  Rainwater falling in the quarry pit will flow based on the

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

slope into the garland drain provided with sedimentation pits.

g. Acid Mine drainage

There is no possibility of acid mine drainage

h. Surface Subsidence

The mining operations are by opencast method and no surface subsidence will be there

i. Socio economics

The main occupation of villagers is agriculture. The operations of mining activity in this area improved the socio-economic status of the local people by creation of employment

j. Historical Monuments

There are no Historical Monuments within 10 km radius of the quarry lease area

k. Bio-diversity

The road metal quarry is in operation. Vegetation within the mining lease area is sparse. Most of the vegetation is cleared for carrying out the mining operations. The ongoing mining operations are not habitating any flora and fauna.

DISASTER MANAGEMENT AND RISK ASSESSMENT

When the accident takes place while carrying out the mining activity, immediately, First Aid will be applied which is in the mine site itself. If it is a minor, the treatment will be done at Site. If, any major accident, the person will be shifted to Guntur (09 Km.) where all medical facilities are available. The Site –in-charge will take care of all statutory requirements if any disaster occurs in the mine. The address and Mobile no. of the person who will attend during the disaster management is given below

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

Address:

M/s.The Perecherla Tella Vaddera Quarry Workers L.C.Co-op.Society Ltd, President: Sri B.Devanandam, Perecherla(V), (M), Guntur Dist. Andhra Pradesh

4.1 Post Project Monitoring

Pollution monitoring program includes periodic analysis of air, ground water, soil and water samples. Ground water and soil samples at representative locations within and nearby the project site shall be periodically analyzed to detect contamination if any. In the event of any contamination, concerned authorities shall be notified immediately and appropriate corrective action in consultation with an approved consultant shall be initiated.

4.2 Monitoring Strategy

The monitoring of various environmental parameters is necessary and is a part and parcel of the environmental protection measures. Monitoring is as important as that of control of pollution since the efficiency of control measures can only be determined by monitoring. A well-defined environmental monitoring program would be employed with trained and qualified staff to monitor the ambient air to check whether the quality of effluents is maintained within the permissible limits.

A comprehensive monitoring program is suggested underneath. Environmental attributes should be monitored as given below:

· Air pollution and meteorological aspects. · Water and waste water quality. · Noise levels. · Soil characteristics. Locations and frequency of monitoring will be as per the guidelines of Andhra Pradesh pollution control board and MOEF/SEIAA.

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

4.3 Ambient Air Monitoring

As per MOEF there is a need to identify 3 ambient air stations at 120° angle keeping the main source in the center. The ground level concentrations of Particulate Matter sulphur dioxide and nitrogen oxides in the ambient air outside the project boundaries and in the adjoining villages will be monitored at regular intervals. Any deviation from predicted/'expected values will be investigated and necessary action will be taken.

4.4 Noise Monitoring

Noise levels in the workspace environment will be monitored periodically. If any deviation is observed necessary corrective measures will be taken.

Monitoring noise levels is essential to assess the efficacy of maintenance of schedules undertaken to reduce noise levels and noise protection measures. A good quality sound pressure level meter is essential for this purpose. This work can be handled by mine authorities themselves or by hiring services. Noise surveillance is for the benefit of the workers well- being and to keep track of machine wear.

4.5 Monitoring of Water Quality

Ground water near the project site will be routinely tested for its quality. No contamination of ground water and surface water is expected. However these waters will be periodically tested for any change of water quality. The effluents coming out of the process should be monitored regularly. Ground water is recommended to be monitored in at least two villages in the direction of ground water flow to keep surveillance on the ground water quality.

4.6 Reclamation

Reclamation is in terms of vegetation after the rock is consumed and also as conversion into water reservoir, where possible.

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

4.7 Site Services

All required infrastructure for the mining activities were provided. Following facilities in common are provided for the smooth working of the quarries:-

 Quarry office  First aid room  Store facility  Toilet facility  Drinking water facilities · Rest shelters

4.8 Budget for Environmental Protection Measures

A budget of Rs 50,000/- is earmarked for project monitoring and dust suppression.

B.S. Envi-Tech (P) Ltd., Sec. Road Metal Quarry, Sy. No 155/A1, Chinapalakalru (V), Guntur Rural (M), Guntur District, A.P. EMP Report

TABLE - 1 SALIENT LOCATIONAL FEATURES OF THE MINE Feature Details Altitude 75-145 m above MSL A) 16°19'20.80"N - 80°21'39.30"E B) 16°19'16.30"N - 80°21'42.50"E Latitude & Longitude C) 16°19'20.90"N - 80°21'41.80"E D) 16°19'17.10"N - 80°21'39.20"E Village, Tehsil, District, State Sy. No.155/A1, Plot No. 13(P) Chinapalakalur Village, Guntur Rural Mandal, Guntur District, A.P. Area 0.971 Ha District Head Quarters Guntur – 9.0 km - ESE IMD Station Khammam – 104.00 – NNW

Max. Temp., oC 47.2 Min. Temp., oC 9.4 Relative Humidity,% 35-83 Annual rainfall, 1031.6 mm Topography Plain Soil Type Hilly Terrain Vankayala Padu Minor – 0.6 km – S Nearest Water Bodies Bandar Upalli Major Canal – 2.3 km - NW Kondavidu Vagu – 5.5 km - WNW Nearest Highway National Highway (NH-5) connecting Guntur – Ongole – 6.2 km in SE direction. The State Highway (SH-2) connecting from Guntur – Sattenapalle is at distance of 2.2 km in SW direction. The State Highway (SH-50) connecting from Guntur – Narasaraopet is at distance of 1.2 km in S direction Nearest Railway Station Perecharla RS at 2.4 km - WSW Nearest Industries None within 10 km radius Nearest Village Perecharla – 0.9 km – NW Chinnapalakaluru – 0.2 km –NE Nearest Town Guntur – 9.0 km – ESE Inter State Boundary Andhra Pradesh – Telangana – 45.1 km – N Nearest Air port Gannavaram ( Vijayawada ) – 52.0 km - ENE Bird Sanctuary/National Uppalapadu Bird Sanctuary – 16.5 km – E Parks Nearest Forest Kondavidu RF – 1.2 km – S Historical places None within 10 km radius * All distances mentioned in the above table are aerial distances.

B.S. Envi-Tech (P) Ltd., Sec.